{"meta":{"query_hash":"04b1281414df","filters":{"venue":"Journal of Wind Engineering and Industrial Aerodynamics"},"cohort_total":201,"direct_labels_cover":0,"predictions_cover":201,"exported":201,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/04b1281414df","api":"https://metacan.xera.ac/api/v1/cohort?venue=Journal+of+Wind+Engineering+and+Industrial+Aerodynamics"},"results":[{"id":"W1963712335","doi":"10.1016/j.jweia.2004.07.007","title":"The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 2. Comparison of data with wind load provisions","year":2004,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":155,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Eurocode; NIST; Aerodynamics; Building code; Wind tunnel; Engineering; Wind engineering; Roof; Structural engineering; Terrain; National standard; Civil engineering; Database; Computer science; Geography; Cartography","score_opus":0.022421492109116887,"score_gpt":0.25379335007417453,"score_spread":0.23137185796505763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1963712335","genre_codex":"dataset","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17974493,0.0013612028,0.016821204,0.00048750566,0.0007475553,0.0005779431,0.7530325,0.003881913,0.043345306],"genre_scores_gemma":[0.2345553,0.0006956717,0.019384108,0.00021887277,0.00026783752,0.0005533398,0.73543173,0.0008252431,0.008067948],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99545836,0.00037531974,0.00055526436,0.00034563284,0.002944128,0.0003212986],"domain_scores_gemma":[0.98823255,0.0010150998,0.0010632181,0.0019616224,0.0071317405,0.00059579173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0029119332,0.0010684248,0.0015169805,0.009522975,0.0015855763,0.0016717726,0.0017188935,0.0010729266,0.0050859405],"category_scores_gemma":[0.007275709,0.00059698534,0.0009083318,0.009401201,0.00024166652,0.0014446706,0.0019070393,0.0007734029,0.0054967585],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018131626,0.001903381,0.39270988,0.0013530515,0.0005013135,0.00035456356,0.00042054415,0.01356124,0.022691596,0.0025835289,0.28349552,0.27861235],"study_design_scores_gemma":[0.000117468204,0.0005357357,0.69332635,0.000294995,0.0003784592,0.0002728276,0.00040781428,0.013952702,0.020022318,0.0009481596,0.2695627,0.0001805025],"about_ca_topic_score_codex":0.07353716,"about_ca_topic_score_gemma":0.10496724,"teacher_disagreement_score":0.07353716,"about_ca_system_score_codex":0.0009965526,"about_ca_system_score_gemma":0.0037905104,"threshold_uncertainty_score":0.1462183},"labels":[],"label_agreement":null},{"id":"W1965270158","doi":"10.1016/j.jweia.2007.06.051","title":"An example of cavity resonance in a ground-based structure","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Herzberg Institute of Astrophysics; National Research Council Canada","funders":"","keywords":"Enclosure; Strouhal number; Optics; Wind tunnel; Reynolds number; Physics; Resonance (particle physics); Acoustics; Telescope; Mechanics; Geology; Engineering; Electrical engineering; Atomic physics; Turbulence","score_opus":0.014679979714179992,"score_gpt":0.20394792418263516,"score_spread":0.18926794446845516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965270158","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80771303,0.00021241064,0.1014842,0.0015305225,0.00024913947,0.00005709359,0.00014900269,0.0014008705,0.0872038],"genre_scores_gemma":[0.98118776,0.000029380375,0.013560406,0.00007758842,0.000017378965,0.0000106004445,0.00002298528,0.00004697255,0.0050468645],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983764,0.00002950923,0.0000039313645,0.00002439933,0.000055268476,0.0000491598],"domain_scores_gemma":[0.99966395,0.0001534666,0.000022294667,0.00005027143,0.000045848145,0.00006415205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018491957,0.00028903218,0.00045149997,0.0003775274,0.0010659829,0.00055069587,0.0006720645,0.0027736365,0.006730939],"category_scores_gemma":[0.00059919595,0.0002267472,0.00032931278,0.0002528288,0.0009631619,0.000545845,0.0008654518,0.00077484665,0.0006186892],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015394696,0.00042169276,0.007182515,0.00033326782,0.00011715269,0.029979672,0.0037611243,0.24953197,0.48353204,0.15873939,0.011724401,0.053137287],"study_design_scores_gemma":[0.00024534905,0.0008999916,0.013994121,0.00008682455,0.00008167199,0.0072447625,0.0017426191,0.8659327,0.048735127,0.03837358,0.02245881,0.00020443981],"about_ca_topic_score_codex":0.0014026553,"about_ca_topic_score_gemma":0.0011277501,"teacher_disagreement_score":0.006730939,"about_ca_system_score_codex":0.0003123483,"about_ca_system_score_gemma":0.00028674115,"threshold_uncertainty_score":0.022517264},"labels":[],"label_agreement":null},{"id":"W1965306071","doi":"10.1016/j.jweia.2006.01.011","title":"On the Reynolds number sensitivity of the aerodynamics of bluff bodies with sharp edges","year":2006,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":86,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; National Research Council Canada","funders":"","keywords":"Bluff; Reynolds number; Aerodynamics; Wind tunnel; Mechanics; Sensitivity (control systems); Geometry; Mathematics; Physics; Turbulence; Engineering","score_opus":0.007973430958157517,"score_gpt":0.1718484825182147,"score_spread":0.16387505156005716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1965306071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96660733,0.00035512028,0.0281567,0.0001947406,0.000071926326,0.00002354745,0.00007347355,0.00015686755,0.004360271],"genre_scores_gemma":[0.99874276,0.000063372216,0.00076486514,0.000025370664,0.000014801526,0.0000026994533,0.00004124625,0.000020196918,0.000324685],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996551,0.000088761444,0.000010591231,0.000066997905,0.00009026178,0.000088245826],"domain_scores_gemma":[0.99472344,0.004068989,0.00032195638,0.00035263711,0.0003598235,0.00017329166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086069974,0.0005114105,0.00057631364,0.0007249722,0.0003219742,0.00064263894,0.00060872623,0.001314985,0.0013061756],"category_scores_gemma":[0.008374421,0.00045288578,0.0005806908,0.00024386561,0.0010933726,0.0010020966,0.00083898695,0.0009558389,0.00021175711],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014303651,0.00028357081,0.01805583,0.0001603063,0.00011628104,0.0011670648,0.00022913117,0.77181596,0.17605726,0.009489202,0.0007564708,0.02043863],"study_design_scores_gemma":[0.00002280883,0.00015720197,0.028767105,0.000016946593,0.000023243616,0.00031583125,0.00005502684,0.9520954,0.016479459,0.00179892,0.00020929633,0.000058786132],"about_ca_topic_score_codex":0.0013602439,"about_ca_topic_score_gemma":0.00047772247,"teacher_disagreement_score":0.0013602439,"about_ca_system_score_codex":0.00034725756,"about_ca_system_score_gemma":0.00015241856,"threshold_uncertainty_score":0.0045518875},"labels":[],"label_agreement":null},{"id":"W1966035176","doi":"10.1016/j.jweia.2008.01.008","title":"Experimental study on the wind-induced vibration of a dry inclined cable—Part I: Phenomena","year":2008,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Rowan Williams Davies & Irwin (Canada); National Research Council Canada; University of Windsor","funders":"University of Ottawa","keywords":"Vortex; Vibration; Aerodynamics; Instability; Wind tunnel; Mechanics; Wind speed; Mechanism (biology); Amplitude; Structural engineering; Physics; Geology; Engineering; Acoustics; Meteorology; Optics","score_opus":0.0326746223252422,"score_gpt":0.22201086033399045,"score_spread":0.18933623800874824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966035176","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973816,0.000074635194,0.0018943994,0.000009934016,0.000012185394,0.000022432107,0.000071373644,0.00001360502,0.00051992893],"genre_scores_gemma":[0.9987184,0.00006487538,0.00060716964,0.0000060985094,0.000009183673,0.000012537997,0.00007706677,0.000005935258,0.0004988467],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998704,0.000021188165,0.000008059273,0.000029844276,0.000041293646,0.000029160357],"domain_scores_gemma":[0.9996132,0.00014883059,0.00004683752,0.00006037249,0.000076686854,0.00005406947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018434778,0.0003479948,0.0003009582,0.00022614891,0.0005335466,0.00013483736,0.0002822019,0.00039010783,0.0030328482],"category_scores_gemma":[0.0004155647,0.00015737802,0.0002740815,0.0001779013,0.0005203481,0.000311004,0.00033294945,0.00037567833,0.00021396384],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012153637,0.0002512047,0.0022512411,0.00013857054,0.000013242085,0.00018543725,0.00019414372,0.00060495577,0.99078304,0.00013216391,0.00008782337,0.0041428087],"study_design_scores_gemma":[0.00035756672,0.013713432,0.0926643,0.00005012004,0.00011456366,0.0010589352,0.00094158854,0.0077794935,0.8807457,0.0002587411,0.0022609357,0.00005454501],"about_ca_topic_score_codex":0.00027778666,"about_ca_topic_score_gemma":0.00029719414,"teacher_disagreement_score":0.0030328482,"about_ca_system_score_codex":0.000080018384,"about_ca_system_score_gemma":0.00011417485,"threshold_uncertainty_score":0.010145843},"labels":[],"label_agreement":null},{"id":"W1966697555","doi":"10.1016/j.jweia.2014.08.005","title":"Storm duration effects on roof-to-wall-connection failures of a residential, wood-frame, gable roof","year":2014,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Institute for Catastrophic Loss Reduction","keywords":"Roof; Storm; Structural engineering; Gable; Geotechnical engineering; Geology; Wind engineering; Engineering; Environmental science","score_opus":0.007083175713934831,"score_gpt":0.19081540703741912,"score_spread":0.1837322313234843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966697555","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997851,0.00000786226,0.000027544658,0.0000021859291,0.0000011724372,0.0000017660104,0.000037487964,0.0000028029046,0.0001339742],"genre_scores_gemma":[0.9997793,0.0000067534497,0.000016692726,0.0000013073557,7.23671e-7,9.222842e-7,0.000049709823,0.0000015947454,0.00014307836],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99985754,0.000025690511,0.000009372358,0.000022962726,0.000031066258,0.000053246804],"domain_scores_gemma":[0.9993326,0.00024127049,0.00009814682,0.00004560092,0.00018741736,0.00009490588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002876217,0.00021133736,0.00030875902,0.00044777727,0.00055794494,0.00034678928,0.00028609997,0.00035096952,0.002716202],"category_scores_gemma":[0.0007253426,0.00012495612,0.0003201786,0.00028871212,0.00027359853,0.00019883303,0.00026325262,0.00024819814,0.00027868382],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.012375343,0.0009713962,0.69816184,0.00016190708,0.0003310823,0.0051641236,0.0021684952,0.053839177,0.19775303,0.00042082623,0.0013484738,0.02730433],"study_design_scores_gemma":[0.00003173949,0.0012638711,0.9759714,0.000009423398,0.00009663659,0.00023556406,0.001277925,0.010458252,0.01023706,0.000055735152,0.00034450775,0.00001795958],"about_ca_topic_score_codex":0.018701289,"about_ca_topic_score_gemma":0.023711244,"teacher_disagreement_score":0.018701289,"about_ca_system_score_codex":0.0005098267,"about_ca_system_score_gemma":0.0002800171,"threshold_uncertainty_score":0.037184834},"labels":[],"label_agreement":null},{"id":"W1966800737","doi":"10.1016/s0167-6105(01)00097-6","title":"Case study: Numerical simulations for comfort assessment and optimization of the ventilation design for complex atriums","year":2001,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Building Energy and Comfort Optimization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Compute Canada; Western University","funders":"","keywords":"Ventilation (architecture); Engineering; Computer science; Mechanical engineering","score_opus":0.05479747173089217,"score_gpt":0.2698199426865683,"score_spread":0.21502247095567611,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966800737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96565986,0.00013062659,0.024765728,0.0002075936,0.000039593688,0.00007012839,0.00028256624,0.00015519749,0.008688816],"genre_scores_gemma":[0.9919687,0.000034947258,0.0067111566,0.000014434067,0.000006254533,0.00003301156,0.00007888692,0.000020510917,0.0011322026],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997713,0.00008168326,0.000011885666,0.00002791804,0.000051188712,0.000055996406],"domain_scores_gemma":[0.9983468,0.0012478769,0.0000773506,0.00010749109,0.00013668522,0.00008383127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054227206,0.0007176012,0.00080799044,0.00044206192,0.00062954257,0.00094373565,0.00091369386,0.0022279094,0.0033370485],"category_scores_gemma":[0.0018421393,0.0004319898,0.0007505346,0.0005094623,0.0007209597,0.0005514178,0.00047036904,0.0008873601,0.00024740194],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010778428,0.00013630709,0.001295318,0.000039968636,0.000012980002,0.00023070813,0.00007076936,0.99302566,0.0017390427,0.00077854836,0.00027506312,0.0022879522],"study_design_scores_gemma":[0.000050349034,0.00011381334,0.00071542937,0.0000047951494,0.0000095784835,0.000046222613,0.00006450286,0.9963684,0.0020693552,0.00026398574,0.00028368004,0.000009775101],"about_ca_topic_score_codex":0.0052745445,"about_ca_topic_score_gemma":0.0055260146,"teacher_disagreement_score":0.0052745445,"about_ca_system_score_codex":0.000484576,"about_ca_system_score_gemma":0.0004350496,"threshold_uncertainty_score":0.011163592},"labels":[],"label_agreement":null},{"id":"W1967173808","doi":"10.1016/s0167-6105(02)00161-7","title":"An adaptive exponential model for extreme wind speed estimation","year":2002,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Generalized Pareto distribution; Quantile; Wind speed; Sensitivity (control systems); Mathematics; Pareto principle; Exponential function; Sample size determination; Minification; Extreme value theory; Statistics; Mathematical optimization; Computer science; Engineering; Meteorology","score_opus":0.046947932301184464,"score_gpt":0.21509020827479877,"score_spread":0.1681422759736143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967173808","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007764596,0.00010915689,0.9916402,0.00005390569,0.000025537563,0.000009431388,0.000025666823,0.000092351715,0.00027920536],"genre_scores_gemma":[0.8330717,0.0007421365,0.15740626,0.00013522858,0.00011703796,0.00019593105,0.00040966604,0.00010678065,0.007815235],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995353,0.00017138422,0.000030695777,0.00011556658,0.00010037458,0.000046691424],"domain_scores_gemma":[0.9983468,0.0010926832,0.000118807184,0.00009491169,0.00031557766,0.000031194224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013479667,0.0006422039,0.00090111914,0.0003111449,0.00024848463,0.00057689514,0.0013862745,0.0012664377,0.0018510188],"category_scores_gemma":[0.0055618277,0.0006135079,0.00056803745,0.0005246088,0.00046714232,0.0013992265,0.001032317,0.001584934,0.0005513637],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009521368,0.00003153038,0.00036465973,0.000054607255,0.0000280376,0.000039341583,0.00003108079,0.9532918,0.002055981,0.007451282,0.00040802953,0.03614857],"study_design_scores_gemma":[0.0000046658633,0.000008716988,0.00006956556,0.0000019617107,0.0000029109729,0.0000051063594,0.0000011808777,0.99893004,0.00011813959,0.00074084225,0.00011343932,0.0000034582902],"about_ca_topic_score_codex":0.0042884117,"about_ca_topic_score_gemma":0.0031934574,"teacher_disagreement_score":0.0042884117,"about_ca_system_score_codex":0.00031349776,"about_ca_system_score_gemma":0.00054229866,"threshold_uncertainty_score":0.008526862},"labels":[],"label_agreement":null},{"id":"W1968516770","doi":"10.1016/j.jweia.2012.02.027","title":"Designing for pedestrian comfort in response to local climate","year":2012,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":46,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Pedestrian; Architectural engineering; Environmental science; Computer science; Environmental planning; Transport engineering; Engineering","score_opus":0.018817986072681116,"score_gpt":0.22597453656903,"score_spread":0.20715655049634887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968516770","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8543812,0.00014273028,0.1320714,0.00017461799,0.000051844756,0.00007298088,0.000051672585,0.00034241728,0.012711085],"genre_scores_gemma":[0.9932327,0.000026838885,0.005824331,0.000017291592,0.000005036504,0.000012606693,0.000013996147,0.000024836047,0.00084236247],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99970764,0.00013150107,0.000008489047,0.00003188846,0.000045773257,0.00007466499],"domain_scores_gemma":[0.99970883,0.00010100826,0.000027305086,0.00003487494,0.000079291895,0.000048739148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050228095,0.00053540914,0.0003417222,0.00033207895,0.00082232093,0.000823682,0.00036314115,0.00041999947,0.0043632747],"category_scores_gemma":[0.0010446004,0.000254241,0.00038628245,0.00017321715,0.00023959958,0.0005457451,0.0006959862,0.000264473,0.0005733029],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022990562,0.0010729433,0.099591464,0.00064827944,0.0002997978,0.0019558112,0.008362062,0.24147962,0.3717128,0.010221097,0.0052635805,0.25709346],"study_design_scores_gemma":[0.00021156021,0.005067787,0.14092778,0.00019256992,0.0007357403,0.0018687359,0.022007126,0.6756696,0.11780001,0.0118735265,0.023439774,0.00020582922],"about_ca_topic_score_codex":0.0011247274,"about_ca_topic_score_gemma":0.003229206,"teacher_disagreement_score":0.0043632747,"about_ca_system_score_codex":0.00020054758,"about_ca_system_score_gemma":0.00028461046,"threshold_uncertainty_score":0.014596581},"labels":[],"label_agreement":null},{"id":"W1971865457","doi":"10.1016/j.jweia.2007.06.008","title":"Bluff body aerodynamics in wind engineering","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":180,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Vortex shedding; Bluff; Aerodynamics; Turbulence; Wind tunnel; Serviceability (structure); Vortex; Reynolds number; Structural engineering; Wind engineering; Mechanics; Engineering; Marine engineering; Aerospace engineering; Physics","score_opus":0.00803497246353661,"score_gpt":0.1942396401473863,"score_spread":0.1862046676838497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971865457","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20331481,0.024699798,0.5993318,0.0030686131,0.0046037147,0.00010472106,0.00014527563,0.00039852943,0.16433282],"genre_scores_gemma":[0.88898873,0.0050718905,0.02350854,0.000382671,0.0016334739,0.000039177114,0.00010004465,0.00021330547,0.080062106],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981767,0.00006784932,0.0000073373353,0.000015654923,0.00006278832,0.000028662054],"domain_scores_gemma":[0.9997943,0.00007318236,0.00001683578,0.000020649988,0.0000700022,0.000025080093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033170116,0.0005605214,0.0006753332,0.001133819,0.00080763985,0.00092750293,0.00065932394,0.0014270894,0.0049702046],"category_scores_gemma":[0.0012362741,0.00023965897,0.0004037549,0.0005183373,0.0012524072,0.00166054,0.0010549733,0.0011812032,0.0012469218],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001279835,0.00013040162,0.0018232247,0.00022400278,0.000032463893,0.000780994,0.0005421974,0.12197803,0.024912389,0.7656295,0.007424575,0.07639424],"study_design_scores_gemma":[0.000017669425,0.00012813734,0.005471554,0.00006522154,0.000018426568,0.0007449566,0.00033060642,0.7380645,0.0025654184,0.23005408,0.022490134,0.000049338538],"about_ca_topic_score_codex":0.0016668291,"about_ca_topic_score_gemma":0.0013563236,"teacher_disagreement_score":0.0049702046,"about_ca_system_score_codex":0.0002359155,"about_ca_system_score_gemma":0.0002387656,"threshold_uncertainty_score":0.016626954},"labels":[],"label_agreement":null},{"id":"W1972593441","doi":"10.1016/j.jweia.2014.10.005","title":"Effects of free-stream turbulence and Reynolds number on the separated shear layer from a circular cylinder","year":2014,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Royal Military College of Canada","funders":"","keywords":"Turbulence; Reynolds number; Shear (geology); Cylinder; Wake; Mechanics; Turbulence kinetic energy; Harmonics; Optics; Physics; Materials science; Geometry; Mathematics; Composite material","score_opus":0.00819643598346787,"score_gpt":0.18772638949571288,"score_spread":0.17952995351224502,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972593441","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99664414,0.0002814577,0.0013455849,0.00008567193,0.000040027837,0.000011840458,0.00003352786,0.00006439802,0.0014932981],"genre_scores_gemma":[0.99937207,0.00006419219,0.00014196502,0.000013141575,0.000007176631,0.0000018236965,0.000026248295,0.000009612354,0.00036385667],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999764,0.000037360725,0.000018300358,0.000032449967,0.000056879057,0.0000909471],"domain_scores_gemma":[0.9987953,0.0005889296,0.000100893725,0.00007105275,0.00021656531,0.00022728796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041390478,0.00055984483,0.00095704454,0.00069000793,0.0011368884,0.0012553046,0.00047939614,0.0008902433,0.0015073244],"category_scores_gemma":[0.0019740872,0.00038705618,0.0007345487,0.0003583384,0.0011574267,0.0010624627,0.0010645138,0.0008258531,0.00028178087],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.013124261,0.0008405823,0.021404114,0.0003566249,0.00023486845,0.0040569846,0.0008380181,0.29758325,0.6341235,0.0065041236,0.0014468028,0.01948688],"study_design_scores_gemma":[0.0004470774,0.002075361,0.08058147,0.00009652466,0.00027941313,0.00051402324,0.00076838385,0.7474771,0.16543159,0.0010957979,0.0009341698,0.00029919017],"about_ca_topic_score_codex":0.006753905,"about_ca_topic_score_gemma":0.002567051,"teacher_disagreement_score":0.006753905,"about_ca_system_score_codex":0.0006120382,"about_ca_system_score_gemma":0.00065363676,"threshold_uncertainty_score":0.013429165},"labels":[],"label_agreement":null},{"id":"W1975289473","doi":"10.1016/j.jweia.2012.03.011","title":"Wind-induced torsional loads on low buildings","year":2012,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Environmental science; Architectural engineering; Marine engineering; Engineering","score_opus":0.013908890697078484,"score_gpt":0.2028757541366313,"score_spread":0.18896686343955282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975289473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99631643,0.000044006196,0.0011385523,0.000014496142,0.000006655719,0.000006355245,0.00006432781,0.000017715438,0.0023914338],"genre_scores_gemma":[0.9994753,0.000023187431,0.000051646926,0.0000010512225,0.0000024229441,0.0000017286237,0.000032010925,0.0000053232866,0.0004073231],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986076,0.000030383802,0.0000053693393,0.000009861288,0.00004667488,0.000046827678],"domain_scores_gemma":[0.99974555,0.00011453712,0.000022609882,0.000018062396,0.00006715161,0.000032120817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015037043,0.00036420778,0.00044342663,0.0007074037,0.0004919436,0.00042783652,0.00024487588,0.00025436538,0.0049184714],"category_scores_gemma":[0.00062962866,0.00020978085,0.00023128539,0.00049376005,0.00044359485,0.00030713106,0.00035402772,0.00029203805,0.0005851444],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0033356217,0.0007633548,0.10045876,0.00042445384,0.00013529239,0.0035328895,0.0011858472,0.4874807,0.32327816,0.009398293,0.001746084,0.06826049],"study_design_scores_gemma":[0.000115692164,0.0008983165,0.54408085,0.000041562558,0.00010379879,0.00048724897,0.0016549244,0.40196246,0.046791576,0.0022246304,0.0015572826,0.000081583006],"about_ca_topic_score_codex":0.0040300614,"about_ca_topic_score_gemma":0.0048799636,"teacher_disagreement_score":0.0049184714,"about_ca_system_score_codex":0.00030662405,"about_ca_system_score_gemma":0.00021184374,"threshold_uncertainty_score":0.016453981},"labels":[],"label_agreement":null},{"id":"W1978108405","doi":"10.1016/j.jweia.2012.08.004","title":"Aerodynamic mechanisms for wind loads on tilted, roof-mounted, solar arrays","year":2012,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":156,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Roof; Aerodynamics; Tilt (camera); Wind tunnel; Turbulence; Leading edge; Wind engineering; Flat roof; Structural engineering; Acoustics; Aerospace engineering; Marine engineering; Geology; Engineering; Meteorology; Physics","score_opus":0.014462550758814663,"score_gpt":0.21368376621132354,"score_spread":0.19922121545250887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978108405","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9731055,0.00019367132,0.016668594,0.0001402277,0.00007088348,0.000031522974,0.000066129294,0.000092792216,0.009630694],"genre_scores_gemma":[0.998719,0.00006117004,0.00025909411,0.0000071657055,0.000010916522,0.0000050864583,0.000018095147,0.000008955348,0.0009105526],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999876,0.000018213432,0.000006208497,0.000014353729,0.000048975864,0.000036201982],"domain_scores_gemma":[0.9997652,0.00008709035,0.000034965033,0.00002460163,0.00006115936,0.00002697614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016411206,0.00033321936,0.00052299845,0.00034997784,0.00052779174,0.0006743576,0.0003537064,0.00047512638,0.0041001257],"category_scores_gemma":[0.0006322869,0.00029008865,0.00040232314,0.00018811588,0.00057281164,0.0004893713,0.00037391752,0.00035010133,0.0004863808],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011587493,0.00036076177,0.02158719,0.00021746138,0.0001321553,0.004039932,0.0006605673,0.49010268,0.410635,0.017255323,0.0024524545,0.05139779],"study_design_scores_gemma":[0.0001244157,0.00044679223,0.08502654,0.000027596865,0.000056102355,0.0006670785,0.00081123156,0.8811835,0.025792684,0.004708985,0.001090945,0.00006407365],"about_ca_topic_score_codex":0.00090712216,"about_ca_topic_score_gemma":0.00078436284,"teacher_disagreement_score":0.0041001257,"about_ca_system_score_codex":0.00023730879,"about_ca_system_score_gemma":0.00019645387,"threshold_uncertainty_score":0.013716221},"labels":[],"label_agreement":null},{"id":"W1978890106","doi":"10.1016/j.jweia.2014.06.006","title":"Influence of wind directionality on wind loads and responses","year":2014,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":64,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Wind engineering; Aerodynamics; Wind speed; Storm; Meteorology; Wind direction; Environmental science; Monte Carlo method; Wind tunnel; Directionality; Engineering; Aerospace engineering; Statistics; Geography; Mathematics","score_opus":0.01065475629424737,"score_gpt":0.2038435684232275,"score_spread":0.19318881212898015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978890106","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99611306,0.00004083881,0.0011686593,0.000017411054,0.0000109439525,0.000008561545,0.000081930346,0.0000234759,0.002535133],"genre_scores_gemma":[0.99943346,0.000027815633,0.00008915053,0.0000041122385,0.0000018742143,0.0000031058455,0.000035922443,0.000010915637,0.00039348082],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99985445,0.000040480023,0.000009115396,0.000021782527,0.000027651377,0.000046589066],"domain_scores_gemma":[0.998609,0.0010195842,0.00004737268,0.00007527952,0.00015983386,0.00008889361],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025796288,0.00030958612,0.00026032812,0.0002073415,0.00026172004,0.00034078653,0.00014723565,0.00031769017,0.0036959387],"category_scores_gemma":[0.001572823,0.00024945982,0.0002357999,0.00017587803,0.00032067503,0.0002434412,0.00023008446,0.00024525137,0.00050535396],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.010077625,0.00056592573,0.030530185,0.00032902494,0.00008554906,0.0016262397,0.0006363693,0.13233909,0.7928016,0.0009682572,0.0006517965,0.02938829],"study_design_scores_gemma":[0.00028143008,0.0023805697,0.3624097,0.00007807687,0.00026397503,0.00070798496,0.0017955762,0.31522837,0.31319925,0.0009964507,0.0025159633,0.00014255181],"about_ca_topic_score_codex":0.0010895245,"about_ca_topic_score_gemma":0.0013279704,"teacher_disagreement_score":0.0036959387,"about_ca_system_score_codex":0.00011624123,"about_ca_system_score_gemma":0.00016374192,"threshold_uncertainty_score":0.012364149},"labels":[],"label_agreement":null},{"id":"W1979455577","doi":"10.1016/j.jweia.2008.02.042","title":"Partially resolved numerical simulation and RANS modeling of flow and passive scalar transport in an urban environment","year":2008,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Defence Research and Development Canada; Waterloo CFD Engineering Consulting; University of Waterloo","funders":"","keywords":"Reynolds-averaged Navier–Stokes equations; Scalar (mathematics); Mechanics; Flow (mathematics); Computer science; Computational fluid dynamics; Statistical physics; Environmental science; Physics; Mathematics; Geometry","score_opus":0.019473901624897254,"score_gpt":0.20043312440485994,"score_spread":0.18095922277996268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979455577","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9531122,0.00012624852,0.04159917,0.00021546351,0.00006297295,0.000034943856,0.00022027921,0.00042933892,0.0041994383],"genre_scores_gemma":[0.9930814,0.000045964538,0.0058210893,0.000015902973,0.0000122112915,0.00001771807,0.000095436575,0.000028726097,0.00088157906],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974924,0.00008016312,0.000016102404,0.000038832728,0.000068441645,0.000047278783],"domain_scores_gemma":[0.99945694,0.00027911484,0.000060523875,0.000057310288,0.00009524294,0.000050915398],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040219125,0.000523713,0.000827428,0.00042028085,0.0005505586,0.00092159957,0.00083881785,0.0012639632,0.0010544509],"category_scores_gemma":[0.0012095758,0.00058946974,0.00061804266,0.0006342929,0.0008176293,0.0010354789,0.0005809341,0.00057821267,0.00015670538],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000061373365,0.000057357098,0.0012150445,0.000011176345,0.0000119347715,0.000080821315,0.000037384107,0.9932248,0.0017269816,0.0009853201,0.00011757223,0.0024701506],"study_design_scores_gemma":[0.0000048863612,0.000010122729,0.00024248094,4.6608264e-7,0.0000016383485,0.0000039967445,0.000008403362,0.9993722,0.0002526882,0.00006703306,0.00003349546,0.000002640203],"about_ca_topic_score_codex":0.016458817,"about_ca_topic_score_gemma":0.008413897,"teacher_disagreement_score":0.016458817,"about_ca_system_score_codex":0.00064093305,"about_ca_system_score_gemma":0.00088441593,"threshold_uncertainty_score":0.03272599},"labels":[],"label_agreement":null},{"id":"W1979594268","doi":"10.1016/j.jweia.2005.08.004","title":"Wind effects of parapets on low buildings: Part 4. Mitigation of corner loads with alternative geometries","year":2005,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Cladding (metalworking); Engineering; Materials science; Composite material","score_opus":0.00606486430154415,"score_gpt":0.18375256436480522,"score_spread":0.17768770006326107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979594268","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.982053,0.00027052374,0.011067029,0.00004229246,0.00003072075,0.00003435246,0.00011982263,0.00009136853,0.006291033],"genre_scores_gemma":[0.9972486,0.00009035399,0.0011093289,0.0000061988653,0.0000074199265,0.000006778831,0.0000660868,0.000014273722,0.0014510591],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9997558,0.00006837483,0.000009333507,0.000023203762,0.00007818263,0.00006509127],"domain_scores_gemma":[0.9997367,0.00010161485,0.00002968296,0.000036987185,0.00006735324,0.0000276602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020147754,0.0007095561,0.00069735124,0.000477737,0.00048039656,0.0005676521,0.0004067613,0.00052809645,0.0067225243],"category_scores_gemma":[0.00041938195,0.00019009496,0.000616729,0.000375061,0.00033829646,0.00035968673,0.0005482477,0.00030990978,0.0007607558],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003758719,0.0006914486,0.029063132,0.00079132814,0.00023349091,0.0010945284,0.00040456344,0.5019827,0.27380797,0.0021104435,0.0022370887,0.18382463],"study_design_scores_gemma":[0.00063931994,0.009709741,0.29924625,0.00019470006,0.0008999762,0.00093453075,0.0024066714,0.45062268,0.22079152,0.004750835,0.009631977,0.00017173275],"about_ca_topic_score_codex":0.0019350207,"about_ca_topic_score_gemma":0.005211926,"teacher_disagreement_score":0.0067225243,"about_ca_system_score_codex":0.00020041168,"about_ca_system_score_gemma":0.00015296965,"threshold_uncertainty_score":0.022489011},"labels":[],"label_agreement":null},{"id":"W1980316753","doi":"10.1016/j.jweia.2007.06.037","title":"Investigation of bluff body asymmetry on the properties of vortex shedding","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary; Western University","funders":"","keywords":"Vortex shedding; Wake; Mechanics; Reynolds number; Drag; Vortex; Physics; Drag coefficient; Lift (data mining); Cylinder; Shear (geology); Classical mechanics; Turbulence; Materials science; Geometry; Mathematics","score_opus":0.020409080020819495,"score_gpt":0.18949012645211966,"score_spread":0.16908104643130017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980316753","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970022,0.00008374854,0.0014862592,0.00001688826,0.000005006272,0.0000025693664,0.00001599604,0.00001080457,0.0013764972],"genre_scores_gemma":[0.99982977,0.00001565126,0.00006735938,0.000001469175,0.0000024921653,3.818959e-7,0.000007106428,0.0000025935112,0.00007302558],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999232,0.000018058146,0.000002037696,0.0000088044135,0.000019172961,0.000028671506],"domain_scores_gemma":[0.9990977,0.0005623669,0.00010334867,0.000059118294,0.0001202695,0.00005714912],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018374305,0.00018220687,0.00029184212,0.0004164129,0.00023308962,0.00022417108,0.00018839429,0.00028838997,0.0013617929],"category_scores_gemma":[0.0013970408,0.000097242075,0.00014805375,0.00016442312,0.00031219824,0.00041835854,0.00024622722,0.0002659908,0.00012378914],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0036896742,0.00021032656,0.034146443,0.00012749131,0.00005218673,0.0014900716,0.0002752557,0.032271363,0.8874919,0.005992341,0.00040537407,0.033847548],"study_design_scores_gemma":[0.000079366386,0.0008199824,0.1474606,0.00004050558,0.00009909915,0.001061131,0.00034500903,0.5749538,0.27173117,0.0025673825,0.0007778852,0.00006407542],"about_ca_topic_score_codex":0.00032188641,"about_ca_topic_score_gemma":0.0001919277,"teacher_disagreement_score":0.0013617929,"about_ca_system_score_codex":0.00012508214,"about_ca_system_score_gemma":0.00009087733,"threshold_uncertainty_score":0.0045556426},"labels":[],"label_agreement":null},{"id":"W1980331469","doi":"10.1016/j.jweia.2006.05.008","title":"The r largest order statistics model for extreme wind speed estimation","year":2006,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":46,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"University Network of Excellence in Nuclear Engineering","keywords":"Gumbel distribution; Extreme value theory; Wind speed; Statistics; Poisson distribution; Generalized extreme value distribution; Maxima; Order statistic; Mathematics; Meteorology; Estimation; Geography; Engineering","score_opus":0.018978279433533172,"score_gpt":0.2073260152957569,"score_spread":0.18834773586222373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980331469","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0077199186,0.00025935072,0.9910829,0.00017769515,0.00003617085,0.000014112392,0.000092131835,0.00030642594,0.00031131823],"genre_scores_gemma":[0.66163254,0.0013590046,0.3239964,0.00043193315,0.00055573904,0.00033436113,0.001989903,0.00061026623,0.009089837],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99685234,0.002087509,0.0001545251,0.00039734013,0.00032387307,0.00018450299],"domain_scores_gemma":[0.98132116,0.015217649,0.0008199783,0.0014063714,0.0010259005,0.00020893161],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00782893,0.0011855277,0.0023658706,0.00087514665,0.00059739343,0.0015094596,0.0022993793,0.0018200089,0.002080529],"category_scores_gemma":[0.023771416,0.0012438311,0.0014661289,0.0011176458,0.001188892,0.0027119352,0.001360702,0.0028826501,0.001456174],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027597428,0.00007047186,0.0012794109,0.00010503341,0.00018824496,0.00008463563,0.00006193102,0.89775455,0.0014928252,0.039073937,0.0021997017,0.05741324],"study_design_scores_gemma":[0.000006064931,0.000017016593,0.00014819812,0.0000037178809,0.000008071454,0.00000808119,0.0000024985104,0.9930916,0.0001516878,0.0063697957,0.0001846617,0.000008725317],"about_ca_topic_score_codex":0.0062397094,"about_ca_topic_score_gemma":0.0048349383,"teacher_disagreement_score":0.00782893,"about_ca_system_score_codex":0.00067447743,"about_ca_system_score_gemma":0.001698191,"threshold_uncertainty_score":0.04140389},"labels":[],"label_agreement":null},{"id":"W1980451363","doi":"10.1016/j.jweia.2013.12.008","title":"Effect of boundary layer development on the dynamics of trains and train-like articulated systems travelling in confined fluid","year":2014,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aerodynamics and Fluid Dynamics Research","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Mechanics; Inviscid flow; Drag; Boundary layer; Cylinder; Classical mechanics; Dynamics (music); Aerodynamic force; Train; Aerodynamic drag; Physics; Aerodynamics; Engineering; Mechanical engineering","score_opus":0.01394373063933442,"score_gpt":0.20979269810654227,"score_spread":0.19584896746720787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980451363","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952678,0.00012005402,0.001469066,0.00009056675,0.000026013022,0.000008816946,0.000038950417,0.000034839726,0.002943987],"genre_scores_gemma":[0.99918276,0.000046354504,0.00015690441,0.000009839314,0.0000022293,0.0000026283033,0.00002473603,0.000010919071,0.0005634917],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988353,0.000020284244,0.0000048563656,0.000014291947,0.000017476941,0.000059469698],"domain_scores_gemma":[0.9992624,0.0003089767,0.00009162315,0.000031404492,0.0001001443,0.00020545612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021610966,0.00029191002,0.00041897735,0.0004103004,0.00074423314,0.0008973227,0.00032151563,0.0006921151,0.0029465032],"category_scores_gemma":[0.0018229792,0.0002488182,0.00040458734,0.00017899109,0.0009234159,0.00070529094,0.0010035062,0.00073496427,0.00023915042],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003959479,0.00061184034,0.031875167,0.00027540364,0.00012243881,0.0036682684,0.00076790876,0.66433877,0.26489443,0.0093482165,0.001584256,0.018553954],"study_design_scores_gemma":[0.00012857188,0.00047963278,0.029080644,0.000051869963,0.000077080804,0.00020377345,0.0006534069,0.9178837,0.049542047,0.00094714673,0.0008715391,0.00008048716],"about_ca_topic_score_codex":0.008285335,"about_ca_topic_score_gemma":0.0027584054,"teacher_disagreement_score":0.008285335,"about_ca_system_score_codex":0.0005799059,"about_ca_system_score_gemma":0.0006771984,"threshold_uncertainty_score":0.016474247},"labels":[],"label_agreement":null},{"id":"W1984142685","doi":"10.1016/j.jweia.2008.10.001","title":"“The debris flight equations” by C.J. Baker","year":2008,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Computational fluid dynamics; Mechanics; Dimensionless quantity; Quaternion; Euler equations; Range (aeronautics); Euler's formula; Aerospace engineering; Physics; Classical mechanics; Mathematics; Geometry; Engineering; Mathematical analysis","score_opus":0.013763864300846557,"score_gpt":0.19520726432848695,"score_spread":0.1814434000276404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984142685","genre_codex":"methods","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.025855754,0.20351395,0.48537743,0.08506527,0.052392446,0.0001015806,0.0012244217,0.00039414206,0.14607508],"genre_scores_gemma":[0.40625393,0.11806237,0.10346595,0.010968701,0.01823329,0.00021139189,0.0016102182,0.000698129,0.34049606],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99981827,0.000046846453,0.000009476994,0.000040827483,0.0000646806,0.000019789008],"domain_scores_gemma":[0.99979705,0.00005337887,0.000019955436,0.000024557592,0.00008326803,0.000021876122],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005248459,0.0007700976,0.00048236852,0.0006526047,0.00057344855,0.0009608893,0.0008250122,0.001198181,0.0036695304],"category_scores_gemma":[0.001857569,0.0003669987,0.00064334954,0.0008518809,0.0012626161,0.003057449,0.0011860597,0.002724187,0.0017493615],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004413256,0.000026277192,0.0005328109,0.00027402886,0.000033696564,0.00016472721,0.00023430416,0.03644947,0.0013042508,0.65806776,0.24741,0.055458628],"study_design_scores_gemma":[0.000021100272,0.00002815905,0.0008441498,0.00021726376,0.000022253495,0.00025409428,0.00012527307,0.06308434,0.0011650067,0.47566354,0.45852038,0.000054454944],"about_ca_topic_score_codex":0.0071411123,"about_ca_topic_score_gemma":0.0043346724,"teacher_disagreement_score":0.0071411123,"about_ca_system_score_codex":0.0009326475,"about_ca_system_score_gemma":0.0009252381,"threshold_uncertainty_score":0.014199078},"labels":[],"label_agreement":null},{"id":"W1984629973","doi":"10.1016/j.jweia.2013.05.007","title":"A conditional analysis of spanwise vortices within the lower atmospheric log layer","year":2013,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Canada School of Energy and Environment","keywords":"Vortex; Standard deviation; Turbulence; Boundary layer; Physics; Mechanics; Geometry; Mathematics; Statistics","score_opus":0.010858449247530466,"score_gpt":0.1942829082808515,"score_spread":0.18342445903332105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984629973","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85552603,0.00014063611,0.14136347,0.00024492963,0.000034615194,0.000022253414,0.00040426344,0.00026370655,0.0020001438],"genre_scores_gemma":[0.9945352,0.00006158435,0.0040571997,0.000014312776,0.000024704237,0.0000068373893,0.00031339724,0.00004982936,0.00093698147],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99982136,0.000050062215,0.0000064416013,0.00003630296,0.000035470017,0.000050340037],"domain_scores_gemma":[0.9977581,0.0013078104,0.0002870679,0.00016359022,0.0003356775,0.0001477761],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00090087147,0.000288917,0.00025205477,0.00064541976,0.0003775364,0.00077085494,0.0005148641,0.00033795025,0.0027453522],"category_scores_gemma":[0.003190106,0.00022476798,0.0004939787,0.00036829687,0.0005677184,0.0010635762,0.0007193794,0.0007726648,0.00019410004],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011305892,0.00066431396,0.18600267,0.00020738333,0.00024271941,0.0008498723,0.00044775024,0.44099402,0.098361224,0.17907415,0.004509716,0.087515585],"study_design_scores_gemma":[0.000009310415,0.000040047013,0.037177388,0.00000783567,0.000021084747,0.000034390487,0.000052100953,0.95630056,0.0025460904,0.0034873344,0.00030156955,0.000022303915],"about_ca_topic_score_codex":0.0036987807,"about_ca_topic_score_gemma":0.0042243223,"teacher_disagreement_score":0.0036987807,"about_ca_system_score_codex":0.00036554507,"about_ca_system_score_gemma":0.0008825239,"threshold_uncertainty_score":0.009184122},"labels":[],"label_agreement":null},{"id":"W1989960929","doi":"10.1016/s0167-6105(00)00087-8","title":"Strouhal numbers for flow past a combined circular–rectangular prism","year":2001,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Strouhal number; Reynolds number; Vortex shedding; Rectangle; Mechanics; Physics; Vortex-induced vibration; Square (algebra); Flow (mathematics); Geometry; Acoustics; Optics; Vortex; Mathematics; Turbulence","score_opus":0.010643252416716023,"score_gpt":0.19302225409383272,"score_spread":0.1823790016771167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989960929","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27992582,0.0030367128,0.6272624,0.0014516797,0.0013082605,0.00020208418,0.00032906214,0.0006360538,0.08584788],"genre_scores_gemma":[0.92069906,0.0008723094,0.064173475,0.0001510651,0.0002765912,0.000120044904,0.00014309814,0.00030148562,0.013262838],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953866,0.000115239214,0.00002787688,0.00004588041,0.00019004881,0.000082346596],"domain_scores_gemma":[0.9990663,0.0003793722,0.00014409455,0.000118052085,0.00019584021,0.00009645327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016626582,0.00070134044,0.00065819384,0.0030151946,0.0011187013,0.0017437272,0.0012022662,0.0010766212,0.005074425],"category_scores_gemma":[0.00428841,0.0004431817,0.00065158977,0.0013273534,0.0019445904,0.0022804367,0.0012068655,0.0012923761,0.00081794255],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020238354,0.00007104351,0.00044546492,0.0001537506,0.000020076846,0.0001427488,0.00016132716,0.089505725,0.012902542,0.87890506,0.0021506522,0.015339371],"study_design_scores_gemma":[0.000062845735,0.000046457466,0.0006718483,0.000030201807,0.000012806922,0.000113773865,0.00006666228,0.8345464,0.004470669,0.15615402,0.0037675633,0.000056720975],"about_ca_topic_score_codex":0.0012994176,"about_ca_topic_score_gemma":0.0013012103,"teacher_disagreement_score":0.005074425,"about_ca_system_score_codex":0.0010447248,"about_ca_system_score_gemma":0.00089057715,"threshold_uncertainty_score":0.016975582},"labels":[],"label_agreement":null},{"id":"W1990356612","doi":"10.1016/j.jweia.2012.02.020","title":"Simulation of a downburst-producing thunderstorm using a very high-resolution three-dimensional cloud model","year":2012,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Meteorological Phenomena and Simulations","field":"Earth and Planetary Sciences","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; National Center for Atmospheric Research; National Science Foundation","keywords":"Thunderstorm; Outflow; Storm; Meteorology; Graupel; Eye; Geology; Jet (fluid); Snow; Atmospheric sciences; Climatology; Environmental science; Mechanics; Physics","score_opus":0.05552792230797062,"score_gpt":0.22607259866408122,"score_spread":0.1705446763561106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990356612","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97967225,0.00016513711,0.009742278,0.00059508835,0.00014605427,0.00008629068,0.001433653,0.0005092804,0.0076499633],"genre_scores_gemma":[0.99494994,0.0000621186,0.0033985379,0.00007612142,0.00002194514,0.000029742956,0.000582496,0.00005128566,0.00082772085],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997893,0.000045806428,0.000015928836,0.0000382903,0.00004223292,0.000068420435],"domain_scores_gemma":[0.99884546,0.0004945939,0.000101241836,0.00008061648,0.0001608175,0.00031720934],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040036158,0.00064565695,0.0010166565,0.000526522,0.001075261,0.0011536727,0.0020637834,0.0023925537,0.003249764],"category_scores_gemma":[0.0016830524,0.00063198444,0.0009525765,0.0007697733,0.000965795,0.0008215502,0.000864874,0.0014536905,0.00023728845],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011657261,0.00009306104,0.0022255583,0.000016474458,0.000029504012,0.00014928459,0.000032455064,0.9949614,0.00097331306,0.00046811035,0.0002808721,0.0006533705],"study_design_scores_gemma":[0.000055228298,0.000017514252,0.0007182272,0.0000017987368,0.0000061138185,0.000006755799,0.000013812711,0.99887353,0.00015269365,0.000078221725,0.00006927101,0.000006723796],"about_ca_topic_score_codex":0.09739509,"about_ca_topic_score_gemma":0.041048374,"teacher_disagreement_score":0.09739509,"about_ca_system_score_codex":0.0016322308,"about_ca_system_score_gemma":0.0019577192,"threshold_uncertainty_score":0.19365638},"labels":[],"label_agreement":null},{"id":"W1991152085","doi":"10.1016/j.jweia.2008.03.002","title":"Assessment of tornado hazard for spatially distributed systems in southern Ontario","year":2008,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Tornado; Hazard analysis; Hazard; Transmission tower; Environmental science; Wind speed; Meteorology; Statistics; Engineering; Tower; Geography; Civil engineering; Reliability engineering; Mathematics","score_opus":0.017562570019155913,"score_gpt":0.20557843816358284,"score_spread":0.18801586814442695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991152085","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977277,0.00003081926,0.00023807187,0.000036689748,0.0000015970254,0.000033881086,0.00025781777,0.000009676565,0.0016637723],"genre_scores_gemma":[0.99910694,0.000034639714,0.00017882642,0.0000034786585,7.900781e-7,0.000007386385,0.00011439531,0.0000014377412,0.0005519844],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997383,0.000035445395,0.000015461543,0.000032768567,0.00010775657,0.00007029422],"domain_scores_gemma":[0.99939406,0.00009989917,0.000116551404,0.000030643212,0.00027371786,0.000085125954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002384951,0.00029014703,0.00027138556,0.00062459527,0.0014959829,0.0009812022,0.0005005858,0.0003007881,0.0010076603],"category_scores_gemma":[0.0013092577,0.00026858857,0.00030574802,0.001068402,0.00065405644,0.00047390332,0.0006841218,0.0002288263,0.00010305995],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00050719647,0.00010972742,0.9210724,0.000107371074,0.00015468188,0.0012765261,0.0018989744,0.0558771,0.003928218,0.0008016947,0.00064466835,0.0136214355],"study_design_scores_gemma":[0.00004880005,0.000116099516,0.956749,0.000020319601,0.0000658212,0.000103981154,0.004668321,0.035839926,0.00062373135,0.00022263009,0.0015184929,0.000022852],"about_ca_topic_score_codex":0.9416001,"about_ca_topic_score_gemma":0.9792259,"teacher_disagreement_score":0.058399916,"about_ca_system_score_codex":0.010203678,"about_ca_system_score_gemma":0.0061043566,"threshold_uncertainty_score":0.11748761},"labels":[],"label_agreement":null},{"id":"W1995346823","doi":"10.1016/j.jweia.2012.04.025","title":"Wind-induced response and excitation characteristics of an inclined cable model in the critical Reynolds number range","year":2012,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"Engineering and Physical Sciences Research Council; Statoil; University of Bristol","keywords":"Reynolds number; Mechanics; Drag coefficient; Drag; Wind tunnel; Lift (data mining); Aerodynamics; Vibration; Amplitude; Physics; Structural engineering; Turbulence; Engineering; Acoustics; Optics","score_opus":0.024249032925695357,"score_gpt":0.25501656400580536,"score_spread":0.23076753108011,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995346823","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98065454,0.00007917389,0.014037865,0.00006847298,0.000013101765,0.000015688043,0.00012381887,0.000086173066,0.0049212286],"genre_scores_gemma":[0.9984464,0.00003794777,0.00036659028,0.000005030613,0.0000028703698,0.000005706915,0.00005137106,0.000008648098,0.0010753294],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999472,0.000017451704,0.000002194072,0.000009812175,0.000010029272,0.000013420098],"domain_scores_gemma":[0.99972695,0.00013808877,0.000041404946,0.000017425245,0.00004329046,0.00003293895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014701624,0.00044921655,0.0003608244,0.00019089306,0.00024606576,0.00029453982,0.0003538774,0.0008375902,0.0018952831],"category_scores_gemma":[0.0004694535,0.00018319044,0.00037853667,0.00017783414,0.00037057785,0.0003324239,0.00020809965,0.0003347624,0.00016549963],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024485867,0.0000892052,0.0021321652,0.000060272454,0.00002339172,0.00034174707,0.00008257768,0.9752866,0.01876257,0.0010396816,0.00026604265,0.0016709164],"study_design_scores_gemma":[0.000012169223,0.00007360731,0.0012477622,0.0000051281345,0.000009042251,0.00002317405,0.00003662224,0.99706453,0.0013372609,0.000118379816,0.00006422643,0.000008037698],"about_ca_topic_score_codex":0.0054652663,"about_ca_topic_score_gemma":0.0032276022,"teacher_disagreement_score":0.0054652663,"about_ca_system_score_codex":0.00015820796,"about_ca_system_score_gemma":0.00023143782,"threshold_uncertainty_score":0.01086694},"labels":[],"label_agreement":null},{"id":"W1996232281","doi":"10.1016/j.jweia.2012.02.014","title":"Wind loading on vertical panels with different permeabilities","year":2012,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Aerodynamics; Structural engineering; Wind engineering; Horizontal and vertical; Work (physics); Engineering; Geology; Mechanical engineering; Aerospace engineering","score_opus":0.017370606724317464,"score_gpt":0.19663527668856481,"score_spread":0.17926466996424734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1996232281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99718285,0.00006937088,0.00073649717,0.000023115897,0.000023821396,0.000011807617,0.00010469098,0.000025379763,0.0018226237],"genre_scores_gemma":[0.9994287,0.000031439537,0.00008915437,0.000004362078,0.000004138089,0.0000048488637,0.000064585394,0.000008736824,0.00036399497],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954283,0.00007556241,0.00002776085,0.00004443123,0.000100674726,0.00020880411],"domain_scores_gemma":[0.99887353,0.0005394356,0.00010006104,0.000099857614,0.0002301844,0.00015694609],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030616397,0.0006359133,0.00081787625,0.0010106893,0.00090608565,0.0008015846,0.0004032126,0.00095176365,0.009226659],"category_scores_gemma":[0.0014341193,0.00043707894,0.00059010915,0.00059486704,0.0010406714,0.0007073942,0.0005331567,0.0004980189,0.0006950678],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00912075,0.0010831174,0.019439923,0.00052002777,0.00013964118,0.0027477294,0.00064493454,0.2766793,0.6552296,0.002373394,0.0018327754,0.03018873],"study_design_scores_gemma":[0.00031334776,0.0030657372,0.18145747,0.00015221868,0.0002656291,0.0004290719,0.0021728026,0.4229199,0.38612965,0.0016735523,0.0012638348,0.00015671742],"about_ca_topic_score_codex":0.001526877,"about_ca_topic_score_gemma":0.0014004516,"teacher_disagreement_score":0.009226659,"about_ca_system_score_codex":0.00037023306,"about_ca_system_score_gemma":0.00021653167,"threshold_uncertainty_score":0.030866206},"labels":[],"label_agreement":null},{"id":"W1999256987","doi":"10.1016/j.jweia.2011.02.009","title":"Effects of initial conditions on the flight of windborne plate debris","year":2011,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Canada Research Chairs; Ontario Innovation Trust","keywords":"Roof; Aerodynamics; Environmental science; Debris; Geology; Wake; Range (aeronautics); Debris flow; Flow (mathematics); Meteorology; Geotechnical engineering; Structural engineering; Aerospace engineering; Engineering; Mechanics; Physics","score_opus":0.01688385908466448,"score_gpt":0.20575794834311856,"score_spread":0.1888740892584541,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999256987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99814713,0.0000957999,0.0002527732,0.000022125509,0.0000195623,0.000007444304,0.000078070305,0.00001457478,0.0013626629],"genre_scores_gemma":[0.99951506,0.00003611541,0.0000609062,0.000005417593,0.0000025889938,0.0000018761414,0.00007920526,0.000009334116,0.0002894068],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998665,0.000023331086,0.000006867561,0.00001585551,0.000028648998,0.00005878701],"domain_scores_gemma":[0.998072,0.0012006584,0.0001221369,0.00006947811,0.0003319506,0.00020367267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023290791,0.00044968887,0.0002993939,0.00037721446,0.0010125003,0.0011022068,0.00020093155,0.00053433445,0.0038736167],"category_scores_gemma":[0.0022200255,0.00021013399,0.00030277245,0.00016246864,0.0004934994,0.00044983678,0.0003498209,0.0006288254,0.00035211822],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.017620439,0.0021285755,0.075607255,0.0005767972,0.00014478232,0.004119356,0.0013782175,0.15430866,0.69523597,0.001498374,0.0020480112,0.045333583],"study_design_scores_gemma":[0.0005903573,0.0073073367,0.39465737,0.00016113055,0.00024350508,0.0008147536,0.0036760475,0.14001963,0.44924292,0.00092337414,0.0021107963,0.00025277238],"about_ca_topic_score_codex":0.0068418626,"about_ca_topic_score_gemma":0.005390386,"teacher_disagreement_score":0.0068418626,"about_ca_system_score_codex":0.0005464811,"about_ca_system_score_gemma":0.00043847004,"threshold_uncertainty_score":0.0136041045},"labels":[],"label_agreement":null},{"id":"W2001740987","doi":"10.1016/j.jweia.2007.06.038","title":"The suppression of periodic vortex shedding from a rotating circular cylinder","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Universiti Teknologi Petronas; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Strouhal number; Vortex; Wake; Vortex shedding; Physics; Kármán vortex street; Mechanics; Reynolds number; Turbulence; Cylinder; Classical mechanics; Geometry; Mathematics","score_opus":0.009399435473256322,"score_gpt":0.2050070811637486,"score_spread":0.19560764569049227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001740987","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98532236,0.00014940524,0.010740152,0.000068525456,0.000044307963,0.0000067177907,0.000012116844,0.000063623855,0.0035929075],"genre_scores_gemma":[0.99898344,0.000025428475,0.000531408,0.0000083066625,0.000012340849,0.0000014887488,0.000010245893,0.000004604443,0.00042271605],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999218,0.000013862063,0.0000026135197,0.000008496342,0.00003217661,0.000021027347],"domain_scores_gemma":[0.9995664,0.0001657387,0.000064174616,0.000041950094,0.00009858258,0.00006316438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001330172,0.00019400696,0.0003564563,0.00018419948,0.0002907504,0.00018757748,0.00021326443,0.00032293086,0.0009243521],"category_scores_gemma":[0.00066688214,0.000115657785,0.00013950751,0.000109252105,0.0003477928,0.00018767337,0.00033003252,0.00020157342,0.00014668716],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014191412,0.00007634515,0.0022840793,0.000079458056,0.000023166587,0.0008919216,0.00015809221,0.009574779,0.95598984,0.0021107434,0.00044687872,0.026945557],"study_design_scores_gemma":[0.00016138675,0.0019527278,0.030607942,0.000032305372,0.000056942354,0.0023918098,0.00035175725,0.53393424,0.42472547,0.0029323394,0.0028004926,0.0000525551],"about_ca_topic_score_codex":0.00014558008,"about_ca_topic_score_gemma":0.00012484215,"teacher_disagreement_score":0.0009243521,"about_ca_system_score_codex":0.000060024628,"about_ca_system_score_gemma":0.000119422286,"threshold_uncertainty_score":0.0030922294},"labels":[],"label_agreement":null},{"id":"W2002451817","doi":"10.1016/s0167-6105(03)00048-5","title":"The influence of the design methodology in the response of transmission towers to wind loading","year":2003,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Vibration; Transmission (telecommunications); Wind engineering; Response spectrum; Transverse plane; Random vibration; Mode (computer interface); Current (fluid); Frequency response; Turbulence; Engineering; Mechanics; Acoustics; Physics; Computer science; Telecommunications","score_opus":0.03941932973312078,"score_gpt":0.24861842058564107,"score_spread":0.20919909085252028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002451817","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6233433,0.0005527667,0.3723989,0.00015535924,0.000113423725,0.00008274099,0.000046178342,0.00026140764,0.0030458837],"genre_scores_gemma":[0.96586835,0.00013993224,0.03325509,0.000026341431,0.000017187134,0.000022258653,0.000019379806,0.000083892555,0.00056768005],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99851304,0.0010585136,0.00007504607,0.000073437644,0.00021332182,0.00006669639],"domain_scores_gemma":[0.99394107,0.0041515734,0.0006290137,0.00024334478,0.0009694581,0.000065527594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002945174,0.0005288089,0.0003450566,0.0004356555,0.00026234184,0.0007470058,0.00035649436,0.000818603,0.0010184296],"category_scores_gemma":[0.012512297,0.000498319,0.00032679416,0.00025421917,0.00025374553,0.00041682555,0.00024598904,0.00037926415,0.0002625623],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001812617,0.00036375178,0.008959428,0.0005462175,0.000112907066,0.00034599248,0.00033270346,0.54727376,0.268457,0.0025129695,0.0004230469,0.16885954],"study_design_scores_gemma":[0.00007532159,0.0013421758,0.0066558835,0.000042984044,0.0000997809,0.00025499804,0.000094769974,0.9222965,0.067583926,0.00046973434,0.0010496139,0.000034345314],"about_ca_topic_score_codex":0.0005395087,"about_ca_topic_score_gemma":0.00088828435,"teacher_disagreement_score":0.002945174,"about_ca_system_score_codex":0.00024070025,"about_ca_system_score_gemma":0.0002928796,"threshold_uncertainty_score":0.015575707},"labels":[],"label_agreement":null},{"id":"W2005852553","doi":"10.1016/j.jweia.2007.01.016","title":"An investigation into 50-year return period wind speed differences for Europe","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Climate variability and models","field":"Environmental Science","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Wind speed; Return period; Period (music); Environmental science; Meteorology; Climatology; Geography; Prevailing winds; Maximum sustained wind; Maxima; Tropical cyclone; Wind direction; Atmospheric sciences; Geology; Wind gradient; History","score_opus":0.024993710297462057,"score_gpt":0.2271367441636736,"score_spread":0.20214303386621155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2005852553","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991818,0.00005614718,0.00013861498,0.00001552711,0.0000038288554,0.0000020654202,0.00030221284,0.000006102038,0.00029377607],"genre_scores_gemma":[0.99859804,0.000040559495,0.00011922554,0.00001162131,0.0000034994107,0.0000025283289,0.0010517263,0.00000468768,0.00016820889],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997967,0.000040338065,0.000021827078,0.00006901356,0.000029042398,0.00004310352],"domain_scores_gemma":[0.9993692,0.00026265063,0.00010452941,0.00007479412,0.000119501856,0.00006935967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010352663,0.00020905782,0.00030471204,0.0006902385,0.0002642313,0.0005667806,0.00031988937,0.0008005149,0.0007321268],"category_scores_gemma":[0.0012931064,0.00014302811,0.0006974486,0.00106753,0.000195903,0.00049662736,0.00031700882,0.0002812307,0.0001630531],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003378269,0.00039790876,0.9133305,0.00010502888,0.0007427249,0.0013254514,0.0006065009,0.043179803,0.0122694215,0.0017440635,0.0014738126,0.02144662],"study_design_scores_gemma":[0.000030894316,0.00013600297,0.9907855,0.000007112669,0.00008256205,0.00013726624,0.00015766302,0.0063962312,0.00096486026,0.00010013559,0.0011904694,0.000011259916],"about_ca_topic_score_codex":0.010198854,"about_ca_topic_score_gemma":0.010456339,"teacher_disagreement_score":0.010198854,"about_ca_system_score_codex":0.0003455229,"about_ca_system_score_gemma":0.00021423574,"threshold_uncertainty_score":0.02027899},"labels":[],"label_agreement":null},{"id":"W2016330804","doi":"10.1016/j.jweia.2013.08.013","title":"Wind loading on tilted roof-top solar arrays: The parapet effect","year":2013,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Roof; Tilt (camera); Aerodynamics; Wind engineering; Wind tunnel; Flat roof; Structural engineering; Wind direction; Wind speed; Marine engineering; Geology; Engineering; Geotechnical engineering; Aerospace engineering","score_opus":0.009388709214498702,"score_gpt":0.1887100372766811,"score_spread":0.1793213280621824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016330804","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9856543,0.00015910524,0.004115816,0.00017892079,0.00008575574,0.000015508755,0.00013988568,0.00015147365,0.009499256],"genre_scores_gemma":[0.9992545,0.00006296415,0.000119204284,0.000017649327,0.000012778628,0.0000022334718,0.00003509335,0.000029048748,0.0004665461],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998179,0.000025007506,0.0000072039616,0.000028187198,0.000051737952,0.00007000985],"domain_scores_gemma":[0.99935526,0.00028451986,0.00006618992,0.00009116812,0.00013351096,0.00006926794],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015756406,0.0002939143,0.0006659933,0.00040743445,0.0006309445,0.0008644702,0.00033490892,0.00067487516,0.0057884813],"category_scores_gemma":[0.0016601708,0.00029663902,0.00034634405,0.00034792942,0.00054563873,0.0008821847,0.0004615953,0.000555727,0.00080009276],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004422519,0.0010166998,0.06342422,0.0003669804,0.00024295537,0.0060366634,0.00051797664,0.39370272,0.41887772,0.004746768,0.0071429536,0.09950175],"study_design_scores_gemma":[0.00018568408,0.00092950126,0.23522098,0.00006814441,0.00020437721,0.0010831378,0.0012504873,0.66443264,0.09101624,0.0033934193,0.0020646208,0.00015081877],"about_ca_topic_score_codex":0.0018405968,"about_ca_topic_score_gemma":0.0017660628,"teacher_disagreement_score":0.0057884813,"about_ca_system_score_codex":0.00024712516,"about_ca_system_score_gemma":0.00021500434,"threshold_uncertainty_score":0.019364357},"labels":[],"label_agreement":null},{"id":"W2016705623","doi":"10.1016/j.jweia.2010.10.007","title":"Pollution removal effectiveness of the pedestrian ventilation system","year":2010,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Environmental science; Airflow; Canyon; Pollution; Pedestrian; Street canyon; Ventilation (architecture); Marine engineering; Computational fluid dynamics; Air pollution; Meteorology; Environmental engineering; Engineering; Civil engineering; Aerospace engineering; Geology; Geography","score_opus":0.006598470049922899,"score_gpt":0.18178967114218428,"score_spread":0.17519120109226138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016705623","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969338,0.00014075465,0.0022857247,0.000011376846,0.000009111715,0.0000061376636,0.000033201457,0.000047681096,0.0005322108],"genre_scores_gemma":[0.9992536,0.00003416462,0.00026881503,0.000005784909,0.0000022287543,0.000002955527,0.000037422502,0.0000035677467,0.00039148366],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998221,0.000043342705,0.000010744352,0.000030666364,0.000037678852,0.000055573848],"domain_scores_gemma":[0.99981517,0.000048926573,0.000018702165,0.000013125053,0.00008001144,0.00002417315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002491178,0.0002554291,0.00056983944,0.00029811103,0.00041790277,0.0003971796,0.00023799264,0.00035873047,0.0016816892],"category_scores_gemma":[0.00034148578,0.00011861852,0.00033697597,0.00020080782,0.00014666689,0.00022101606,0.00024723902,0.00012821452,0.00029535787],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0053734863,0.00037297767,0.04100547,0.0004257155,0.00015751699,0.00020005375,0.00027795276,0.022316644,0.84143543,0.00030645565,0.00053482054,0.08759355],"study_design_scores_gemma":[0.00024785916,0.008998422,0.18300597,0.00005998275,0.00068680017,0.00039996038,0.0007568735,0.08580301,0.71540374,0.0003211186,0.0042438237,0.00007253277],"about_ca_topic_score_codex":0.002597441,"about_ca_topic_score_gemma":0.0020685932,"teacher_disagreement_score":0.002597441,"about_ca_system_score_codex":0.00021000582,"about_ca_system_score_gemma":0.00035061655,"threshold_uncertainty_score":0.0056257844},"labels":[],"label_agreement":null},{"id":"W2016766594","doi":"10.1016/s0167-6105(01)00095-2","title":"A wavelet pattern recognition technique for identifying flow structures in cylinder generated wakes","year":2001,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Universitat Rovira i Virgili","keywords":"Wavelet; Cylinder; Flow (mathematics); Computer science; Pattern recognition (psychology); Artificial intelligence; Geology; Acoustics; Engineering; Geometry; Mechanical engineering; Mathematics; Physics","score_opus":0.032537935165043906,"score_gpt":0.2321770561523602,"score_spread":0.1996391209873163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016766594","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09699855,0.00020697828,0.9012004,0.000055906654,0.000061373874,0.00004381857,0.00007327153,0.00047925668,0.00088042975],"genre_scores_gemma":[0.43180305,0.00043909915,0.5647388,0.00004002829,0.000060677416,0.00007030184,0.00025237136,0.000074893745,0.0025206963],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989367,0.000014195577,0.000008153724,0.000015848154,0.00005410455,0.000014045858],"domain_scores_gemma":[0.99968684,0.00010869839,0.000025948857,0.000036893005,0.00012261435,0.000019016683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025963533,0.00028252738,0.0002974161,0.00076271826,0.00021158272,0.00027012377,0.0003203343,0.00036945805,0.0011477809],"category_scores_gemma":[0.0006998132,0.00017702545,0.00024902588,0.00068784755,0.00022158914,0.0004396937,0.00028250014,0.0004170954,0.00042136497],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035717813,0.000115549876,0.0012205739,0.00008988251,0.00002100514,0.00012909835,0.00006029192,0.008959954,0.35080275,0.0016927755,0.00088324404,0.6356678],"study_design_scores_gemma":[0.00006076075,0.00042320404,0.007977704,0.000017052242,0.00006554146,0.0006347697,0.000074165364,0.8280171,0.15833633,0.0012628412,0.0031002362,0.000030293304],"about_ca_topic_score_codex":0.0005935868,"about_ca_topic_score_gemma":0.00069124735,"teacher_disagreement_score":0.0011477809,"about_ca_system_score_codex":0.0000786605,"about_ca_system_score_gemma":0.00020513478,"threshold_uncertainty_score":0.0038396716},"labels":[],"label_agreement":null},{"id":"W2017543006","doi":"10.1016/s0167-6105(00)00074-x","title":"Fluid dynamics of a cubic structure as affected by momentum injection and height","year":2001,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cube (algebra); Drag; Cylinder; Boundary layer; Reynolds number; Momentum (technical analysis); Mechanics; Geometry; Physics; Boundary layer thickness; Flow (mathematics); Mathematics; Turbulence","score_opus":0.004217084882968594,"score_gpt":0.17587165115870235,"score_spread":0.17165456627573375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017543006","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9906351,0.000052442203,0.005696428,0.00012756496,0.000022885211,0.000017530157,0.000032378663,0.00006933762,0.0033463133],"genre_scores_gemma":[0.9983747,0.000019233521,0.00062676275,0.000008720113,0.0000040875457,0.000002931418,0.000018206649,0.000010315975,0.0009350759],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990785,0.000012518868,0.000002336718,0.000013227505,0.0000296624,0.000034368943],"domain_scores_gemma":[0.99956566,0.00017279889,0.000067107394,0.000026125752,0.000077002645,0.00009133562],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017563283,0.00020776657,0.0003594545,0.00039737805,0.00061275985,0.0006915399,0.0004015149,0.0008270619,0.0020705431],"category_scores_gemma":[0.0010297088,0.00024077207,0.0002352466,0.00031672302,0.0015822629,0.00045266526,0.0005848982,0.0005677514,0.00017055325],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013616107,0.0003506771,0.008961354,0.00009504138,0.00003273644,0.0012705165,0.00077622465,0.7988952,0.16141915,0.014591828,0.00096050254,0.011285158],"study_design_scores_gemma":[0.00004537793,0.00013900857,0.0043316823,0.0000035929347,0.0000053400872,0.00007357829,0.000103404804,0.9891416,0.0053210063,0.0006103069,0.00020561833,0.00001955716],"about_ca_topic_score_codex":0.0070591113,"about_ca_topic_score_gemma":0.0032121008,"teacher_disagreement_score":0.0070591113,"about_ca_system_score_codex":0.00046267282,"about_ca_system_score_gemma":0.0008447679,"threshold_uncertainty_score":0.014036},"labels":[],"label_agreement":null},{"id":"W2018170441","doi":"10.1016/s0167-6105(01)00211-2","title":"Wind tunnel aeroelastic studies on the behaviour of two parallel cables","year":2002,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Aeroelasticity; Wind tunnel; Drag; Transverse plane; Structural engineering; Coherence (philosophical gambling strategy); Wind speed; Mechanics; Aerodynamics; Engineering; Physics; Meteorology","score_opus":0.040067614889722894,"score_gpt":0.23015733999160418,"score_spread":0.19008972510188127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018170441","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989274,0.000038513692,0.00040534063,0.000008819508,0.0000039776564,0.0000051837274,0.000015642265,0.000005235297,0.00058989564],"genre_scores_gemma":[0.9993362,0.000038500948,0.00018841354,0.000002426394,0.0000017019343,0.000002916442,0.000024861187,0.000003299578,0.00040171627],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989223,0.0000289958,0.0000073569904,0.000013045945,0.000029039302,0.000029243958],"domain_scores_gemma":[0.9990509,0.00046436916,0.0001254761,0.000067414,0.00020849744,0.00008317494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003039675,0.000375257,0.0003550214,0.00051029003,0.00038352315,0.00029313966,0.00035111295,0.0004896818,0.002202649],"category_scores_gemma":[0.0014203415,0.00025759643,0.00024441778,0.0005105063,0.000493033,0.00051307987,0.00027425718,0.00037472506,0.00013544715],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0038968574,0.0013232034,0.032133948,0.00040169142,0.00011546458,0.0036565645,0.0009876562,0.36181366,0.5697197,0.0021629354,0.0005805736,0.023207854],"study_design_scores_gemma":[0.00037138,0.0070455656,0.1144555,0.00013375649,0.00013601246,0.0016120618,0.0023806854,0.74212086,0.1279341,0.0012766013,0.00241638,0.00011700756],"about_ca_topic_score_codex":0.0015618867,"about_ca_topic_score_gemma":0.0015442763,"teacher_disagreement_score":0.002202649,"about_ca_system_score_codex":0.0001509341,"about_ca_system_score_gemma":0.00015501192,"threshold_uncertainty_score":0.007368624},"labels":[],"label_agreement":null},{"id":"W2018482629","doi":"10.1016/j.jweia.2013.08.008","title":"CFD simulation of pedestrian-level wind conditions around buildings: Past achievements and prospects","year":2013,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":93,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Computational fluid dynamics; Vortex; Meteorology; Turbulence; Mechanics; Superposition principle; Computer simulation; Aerospace engineering; Physics; Environmental science; Engineering","score_opus":0.019220676829638222,"score_gpt":0.2199431772237427,"score_spread":0.2007225003941045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018482629","genre_codex":"empirical","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8328082,0.0024794128,0.13843812,0.0004935337,0.00029853085,0.000087656736,0.00082143163,0.0010780343,0.023495119],"genre_scores_gemma":[0.9886412,0.0006905945,0.008412939,0.000021746597,0.000042109383,0.000016583952,0.00028004,0.00005114719,0.0018435675],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980885,0.000055259876,0.000012309653,0.000024008179,0.00005242088,0.000047130565],"domain_scores_gemma":[0.9996302,0.0001475565,0.0000251384,0.000044410885,0.000089596855,0.000063000196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037414787,0.00054289546,0.0009825802,0.00053442764,0.0004869015,0.000995624,0.0006964736,0.0010394091,0.002103585],"category_scores_gemma":[0.00079345045,0.0003779147,0.0007689056,0.0009043713,0.0006821433,0.00070670387,0.0005698647,0.0003671222,0.0003952802],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016436474,0.00008943261,0.009319951,0.00007781393,0.000033581815,0.00018196033,0.00008736282,0.96727866,0.0027980015,0.0013069503,0.000540663,0.018121198],"study_design_scores_gemma":[0.000016836359,0.00003265373,0.0017757141,0.00001143788,0.000010024765,0.000028496466,0.000048685524,0.99565434,0.0010072297,0.00043071594,0.00096932624,0.000014610296],"about_ca_topic_score_codex":0.016612003,"about_ca_topic_score_gemma":0.009730437,"teacher_disagreement_score":0.016612003,"about_ca_system_score_codex":0.00039387718,"about_ca_system_score_gemma":0.00076439464,"threshold_uncertainty_score":0.03303063},"labels":[],"label_agreement":null},{"id":"W2019347692","doi":"10.1016/j.jweia.2013.12.007","title":"Local and overall wind pressure and force coefficients for solar panels","year":2014,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":128,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Roof; Structural engineering; Azimuth; Pressure measurement; Wind engineering; Static pressure; Engineering; Environmental science; Geometry; Mathematics; Aerospace engineering; Mechanical engineering","score_opus":0.010048495053734275,"score_gpt":0.19253609714213532,"score_spread":0.18248760208840104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019347692","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98397774,0.00018399133,0.0077335592,0.000023558594,0.000011815227,0.000015158352,0.0006377692,0.00011899068,0.0072974204],"genre_scores_gemma":[0.99866104,0.000052502462,0.00036091657,0.0000018094934,0.0000033726412,0.000006030909,0.0001739826,0.000025710498,0.0007146094],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992335,0.000008492159,0.000003575024,0.000016136417,0.00003125043,0.000017191942],"domain_scores_gemma":[0.9994765,0.00030403235,0.000029287161,0.000033255674,0.00012812714,0.000028882037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023965625,0.00023550738,0.0003529046,0.0005033368,0.0003760755,0.00028713892,0.00040111286,0.0002148781,0.0052125766],"category_scores_gemma":[0.0009439825,0.00016707728,0.00027512116,0.00047222403,0.00023565583,0.0005803904,0.00023422335,0.00035451257,0.0006062739],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009983275,0.00031943768,0.08027931,0.00052290043,0.00011207506,0.0011246796,0.0006792133,0.58647954,0.22537418,0.011396384,0.005120041,0.08759396],"study_design_scores_gemma":[0.000077379584,0.0003127429,0.24908537,0.000047674857,0.00010477938,0.0006260688,0.00069503824,0.6313076,0.11328714,0.0021197305,0.0022486618,0.00008782667],"about_ca_topic_score_codex":0.0029806956,"about_ca_topic_score_gemma":0.004850938,"teacher_disagreement_score":0.0052125766,"about_ca_system_score_codex":0.00016741504,"about_ca_system_score_gemma":0.00017235351,"threshold_uncertainty_score":0.017437816},"labels":[],"label_agreement":null},{"id":"W2021677187","doi":"10.1016/j.jweia.2010.10.002","title":"Experimental study of the effect of tower shadow on anemometer readings","year":2010,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Anemometer; Wind speed; Wake; Tower; Meteorology; Wind direction; Wind gradient; Environmental science; Marine engineering; Geology; Engineering; Physics; Mechanics; Structural engineering","score_opus":0.006450034358483855,"score_gpt":0.20177431880867763,"score_spread":0.19532428445019379,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021677187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.990182,0.00010889913,0.008075603,0.00003682297,0.00009816687,0.000043058757,0.00027629454,0.00016752056,0.0010115672],"genre_scores_gemma":[0.9970151,0.00006435101,0.0019196488,0.00003588172,0.000028173665,0.00002219735,0.00011163226,0.000037423517,0.00076548365],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989675,0.0002305974,0.00008459985,0.00022480174,0.00031862708,0.0001739028],"domain_scores_gemma":[0.993747,0.0037960478,0.00038858628,0.00065409986,0.0011267851,0.00028748024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063633034,0.0006311625,0.00049879233,0.00037940263,0.00058911165,0.00040694923,0.0006284656,0.0010860007,0.0048744855],"category_scores_gemma":[0.003618765,0.00049978175,0.0004155334,0.00034746522,0.0004963966,0.00052245235,0.0005274271,0.000763857,0.0006007184],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030764441,0.0007344583,0.0052365325,0.00021473345,0.000043144966,0.00022245554,0.00049070147,0.00086309976,0.97781235,0.00008833451,0.00017833088,0.011039399],"study_design_scores_gemma":[0.0001593818,0.008104191,0.06647954,0.000031998436,0.000159601,0.00047858132,0.0004418708,0.009067179,0.9137947,0.00009447871,0.0011290611,0.00005944859],"about_ca_topic_score_codex":0.00064074335,"about_ca_topic_score_gemma":0.0008120513,"teacher_disagreement_score":0.0048744855,"about_ca_system_score_codex":0.00016922526,"about_ca_system_score_gemma":0.0002934464,"threshold_uncertainty_score":0.016306818},"labels":[],"label_agreement":null},{"id":"W2025852217","doi":"10.1016/j.jweia.2010.05.002","title":"Estimation of stresses in atmospheric ice during aeolian vibration of power transmission lines","year":2010,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Icing and De-icing Technologies","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Chicoutimi","funders":"Natural Sciences and Engineering Research Council of Canada; Centre québécois de recherche et de développement de l’aluminium; Électricité de France; Hydro-Québec; Université du Québec à Chicoutimi","keywords":"Vibration; Displacement (psychology); Structural engineering; Aeolian processes; Geology; Stress (linguistics); Geotechnical engineering; Engineering; Acoustics; Geomorphology; Physics","score_opus":0.005584848218741351,"score_gpt":0.18992750316010637,"score_spread":0.184342654941365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025852217","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986273,0.000027159234,0.00092981756,0.000006496595,0.0000046587056,0.0000042324687,0.00006601838,0.000008676582,0.0003257062],"genre_scores_gemma":[0.99956113,0.0000152435105,0.00024694818,0.0000013998367,0.0000030457322,0.0000023727198,0.00006528391,0.0000021006024,0.00010245069],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999244,0.000011642873,0.0000043505074,0.000020767466,0.000022240816,0.000016624448],"domain_scores_gemma":[0.99969697,0.000103741164,0.000051468913,0.000013538279,0.00008752286,0.00004676761],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018678523,0.00033478314,0.00027013046,0.00064079656,0.00031486904,0.0002647654,0.00019228212,0.00040608968,0.00054908835],"category_scores_gemma":[0.000361255,0.000174702,0.00018960981,0.00041304412,0.00019604222,0.00021235336,0.00012420677,0.00025727905,0.00012832288],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026531222,0.00044218305,0.53202814,0.00019136183,0.00019793196,0.0016032656,0.0013011352,0.05534822,0.34984192,0.0002186675,0.00069139287,0.05548268],"study_design_scores_gemma":[0.000019549745,0.00023179116,0.9229633,0.00001452966,0.000047488735,0.00013751676,0.00041663265,0.06490952,0.010919051,0.000041778887,0.00027845756,0.000020320802],"about_ca_topic_score_codex":0.004980435,"about_ca_topic_score_gemma":0.006095889,"teacher_disagreement_score":0.004980435,"about_ca_system_score_codex":0.00019639713,"about_ca_system_score_gemma":0.00015565133,"threshold_uncertainty_score":0.0099028945},"labels":[],"label_agreement":null},{"id":"W2030457203","doi":"10.1016/j.jweia.2010.10.001","title":"Experimental investigation of tornado-like vortex dynamics with swirl ratio: The mean and turbulent flow fields","year":2010,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":85,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Vortex; Tornado; Mechanics; Turbulence; Physics; Particle image velocimetry; RADIUS; Laminar flow; Horseshoe vortex; Classical mechanics; Meteorology; Vorticity","score_opus":0.011950833988128113,"score_gpt":0.19319486698856875,"score_spread":0.18124403300044065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2030457203","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980155,0.000042831118,0.0007424118,0.000014390243,0.000012320031,0.000013246336,0.00019784426,0.00002187831,0.0009395308],"genre_scores_gemma":[0.9990478,0.000037290723,0.00034074442,0.0000069122093,0.000006609926,0.000013111202,0.000113317525,0.000010599201,0.00042349423],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998754,0.000020172016,0.0000073087967,0.000032720036,0.000029306117,0.000035098452],"domain_scores_gemma":[0.9995509,0.00015105422,0.00007191972,0.00006782093,0.00009436986,0.00006392038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002274752,0.00023567158,0.00014772841,0.00022309706,0.00034863467,0.0003030332,0.00020830195,0.00027536156,0.0033614407],"category_scores_gemma":[0.0005862184,0.00021212733,0.00014502146,0.00018260481,0.00054725754,0.0003778383,0.00023078776,0.00042686248,0.00026973645],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016923797,0.0006854128,0.0091391085,0.000043803862,0.00001687038,0.00010915082,0.0001754666,0.0007993962,0.98230654,0.0004074458,0.00019425993,0.004430187],"study_design_scores_gemma":[0.0002781317,0.004501675,0.1203459,0.000018026929,0.00005039194,0.00039359173,0.00046012,0.01577232,0.8564067,0.00031395524,0.0014084809,0.000050675702],"about_ca_topic_score_codex":0.00088645756,"about_ca_topic_score_gemma":0.00078494713,"teacher_disagreement_score":0.0033614407,"about_ca_system_score_codex":0.0001618943,"about_ca_system_score_gemma":0.00015852143,"threshold_uncertainty_score":0.0112451315},"labels":[],"label_agreement":null},{"id":"W2031236948","doi":"10.1016/j.jweia.2003.09.023","title":"Aerodynamic slot-control for 2D square prisms","year":2003,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Square (algebra); Aerodynamics; Geology; Engineering; Control (management); Structural engineering; Aerospace engineering; Control theory (sociology); Computer science; Geometry; Mathematics; Artificial intelligence","score_opus":0.009909818652381976,"score_gpt":0.19163020539627645,"score_spread":0.18172038674389449,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031236948","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21797103,0.00025338904,0.77419907,0.00006211248,0.00014766019,0.000034913053,0.000037432957,0.0005292248,0.006765111],"genre_scores_gemma":[0.974271,0.000044316275,0.024157064,0.000016422784,0.000012586262,0.000020398214,0.000014228805,0.000016799047,0.0014472228],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998981,0.000020542484,0.000004627252,0.00002085293,0.000036607526,0.000019286801],"domain_scores_gemma":[0.99987113,0.000042422966,0.00002422075,0.00001706263,0.00003214069,0.000013043804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023485463,0.00026758102,0.00034243296,0.000108923705,0.00017204252,0.0002960347,0.00041257587,0.00027872712,0.0012678668],"category_scores_gemma":[0.000282699,0.00016678107,0.00018930469,0.00011014963,0.00025811762,0.00021973245,0.0004201779,0.00023953107,0.00015494587],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00055824005,0.00011450578,0.000762753,0.00022477644,0.000040064806,0.00014835485,0.00018701231,0.6146697,0.22401243,0.012261851,0.0010664078,0.14595392],"study_design_scores_gemma":[0.000026656486,0.0001787192,0.00032118446,0.0000032070084,0.0000045629317,0.000020103591,0.000010811842,0.99196565,0.005613225,0.00096535985,0.0008832232,0.0000073119472],"about_ca_topic_score_codex":0.00054781314,"about_ca_topic_score_gemma":0.0007400686,"teacher_disagreement_score":0.0012678668,"about_ca_system_score_codex":0.00012014656,"about_ca_system_score_gemma":0.00018482104,"threshold_uncertainty_score":0.0042414665},"labels":[],"label_agreement":null},{"id":"W2032321457","doi":"10.1016/s0167-6105(01)00206-9","title":"Wind loads on parapets","year":2002,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Wind engineering; Structural engineering; Span (engineering); Scale model; Wind tunnel; Engineering; Geotechnical engineering; Aerospace engineering","score_opus":0.018248453161732438,"score_gpt":0.1890214309742598,"score_spread":0.17077297781252737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032321457","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74237984,0.00034508045,0.004780708,0.00028944225,0.00018561148,0.00008001496,0.0006642782,0.00015019382,0.2511249],"genre_scores_gemma":[0.9690313,0.00018996643,0.00024427928,0.000022374605,0.000033595497,0.000010850982,0.00032497765,0.00005870748,0.03008397],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999741,0.0000334992,0.000011371286,0.00002851153,0.00010554263,0.00008005763],"domain_scores_gemma":[0.99969256,0.00006569924,0.000022953289,0.00002955102,0.00014415682,0.000045017612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012143253,0.0003681984,0.00036664496,0.0012951018,0.0012620925,0.0011206191,0.00036897673,0.00055971835,0.042577654],"category_scores_gemma":[0.0013013893,0.00023335846,0.0002547345,0.000979034,0.00034445003,0.0011515499,0.0008259133,0.0003342563,0.0062756306],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007527845,0.0012024576,0.04388724,0.0006261006,0.00013642877,0.0077774823,0.0023616557,0.12954654,0.14719488,0.13930587,0.03985933,0.48057413],"study_design_scores_gemma":[0.00031989435,0.0016697458,0.38303003,0.0003651652,0.00017192276,0.002857609,0.013266414,0.2881558,0.06336941,0.11494054,0.13164954,0.00020396542],"about_ca_topic_score_codex":0.002467787,"about_ca_topic_score_gemma":0.0028107238,"teacher_disagreement_score":0.042577654,"about_ca_system_score_codex":0.00037433908,"about_ca_system_score_gemma":0.00018480183,"threshold_uncertainty_score":0.14243644},"labels":[],"label_agreement":null},{"id":"W2036865251","doi":"10.1016/j.jweia.2010.12.005","title":"CFD modeling of pollution dispersion in a street canyon: Comparison between LES and RANS","year":2011,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":325,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Reynolds-averaged Navier–Stokes equations; Canyon; Computational fluid dynamics; Dispersion (optics); Environmental science; Meteorology; Atmospheric dispersion modeling; Street canyon; Mechanics; Computation; Geology; Air pollution; Physics; Computer science; Geomorphology; Chemistry; Algorithm","score_opus":0.03745034570980236,"score_gpt":0.2115747841123707,"score_spread":0.17412443840256836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2036865251","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94740254,0.00043710455,0.035275042,0.0004660799,0.00010422817,0.00006945531,0.0005254798,0.0008197911,0.014900347],"genre_scores_gemma":[0.9901286,0.00016749316,0.0067623677,0.00003437059,0.000021506063,0.000022653036,0.00021011253,0.00006796213,0.0025849545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998299,0.00004851525,0.0000137061925,0.000025573445,0.00004569241,0.000036601472],"domain_scores_gemma":[0.99926776,0.00039704377,0.00005595817,0.000064560525,0.00015794634,0.00005667143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042638934,0.0005186368,0.001190643,0.00051107956,0.00073932245,0.0011437039,0.0007638001,0.001709215,0.001910225],"category_scores_gemma":[0.0012946571,0.00045433888,0.000655482,0.0007078123,0.0006291128,0.0008988288,0.00052646105,0.0007205352,0.00031645712],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001090608,0.00006605826,0.0037399665,0.000033074062,0.000020774676,0.0001308948,0.000060785354,0.9878642,0.0015306313,0.0006348312,0.0003483734,0.005461383],"study_design_scores_gemma":[0.00001005195,0.000012591281,0.00045198982,0.0000027849549,0.000002906855,0.000007782331,0.000019953359,0.99895537,0.00036948427,0.000060454113,0.00010264827,0.0000038771836],"about_ca_topic_score_codex":0.053312443,"about_ca_topic_score_gemma":0.028863762,"teacher_disagreement_score":0.053312443,"about_ca_system_score_codex":0.00069292623,"about_ca_system_score_gemma":0.0012627497,"threshold_uncertainty_score":0.1060043},"labels":[],"label_agreement":null},{"id":"W2037742982","doi":"10.1016/j.jweia.2012.04.018","title":"Shaping of bridge box girders to avoid vortex shedding response","year":2012,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":113,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"COWIfonden","keywords":"Girder; Structural engineering; Vortex shedding; Deck; Bridge (graph theory); Box girder; Vibration; Wind tunnel; Vortex; Engineering; Geology; Mechanics; Physics; Acoustics; Aerospace engineering; Turbulence","score_opus":0.023729851268415664,"score_gpt":0.228290707886141,"score_spread":0.20456085661772533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037742982","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70229214,0.00007162958,0.29222944,0.000058135716,0.000041524592,0.000048453276,0.0000209387,0.00034310363,0.0048945616],"genre_scores_gemma":[0.9823475,0.000017551532,0.016885916,0.000016427883,0.0000040291598,0.000010427013,0.0000136661365,0.000023795215,0.0006807974],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999238,0.000022679138,0.00000317145,0.000013092199,0.000021746158,0.000015490155],"domain_scores_gemma":[0.9996935,0.00011218297,0.000038722654,0.000055747965,0.000071294235,0.000028631533],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022006058,0.00022910704,0.00027185818,0.00016711694,0.00016874491,0.00021260863,0.0002699994,0.00048088725,0.0018611443],"category_scores_gemma":[0.0007737764,0.00015267644,0.00015083511,0.00005805173,0.00019590338,0.00018404797,0.0003308639,0.0002191583,0.0003005284],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005078576,0.00020637385,0.0026741144,0.00012649666,0.000028559976,0.00029719702,0.0002484906,0.36488014,0.51742727,0.0046825875,0.0008155728,0.10810534],"study_design_scores_gemma":[0.000040602452,0.00084535056,0.0030462807,0.000020848911,0.000017323893,0.00019414362,0.00011004226,0.9393028,0.05326946,0.0016887804,0.0014503272,0.000014069887],"about_ca_topic_score_codex":0.00011796666,"about_ca_topic_score_gemma":0.0002683605,"teacher_disagreement_score":0.0018611443,"about_ca_system_score_codex":0.000072340794,"about_ca_system_score_gemma":0.00014949989,"threshold_uncertainty_score":0.006226182},"labels":[],"label_agreement":null},{"id":"W2039600624","doi":"10.1016/s0167-6105(00)00007-6","title":"Aerodynamic flutter analysis of cable-supported bridges by multi-mode and full-mode approaches","year":2000,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":141,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Flutter; Structural engineering; Aerodynamics; Mode (computer interface); Aeroelasticity; Vibration; Span (engineering); Bridge (graph theory); Stiffness; Engineering; Computer science; Acoustics; Aerospace engineering; Physics","score_opus":0.018097591428682915,"score_gpt":0.21139876791008289,"score_spread":0.19330117648139997,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039600624","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5167619,0.0009282593,0.4625991,0.00018328162,0.00011063103,0.000072956456,0.00007568162,0.00021514604,0.019053068],"genre_scores_gemma":[0.98897624,0.0002499549,0.0069280816,0.000020189034,0.000053689448,0.000029360586,0.000031086973,0.000030853083,0.0036806837],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998983,0.000031798747,0.0000038650132,0.000010729996,0.000037086735,0.000018268795],"domain_scores_gemma":[0.9998042,0.00009523752,0.000021448386,0.000017291504,0.00004433875,0.00001747479],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034669373,0.000590693,0.00052237866,0.00071536744,0.0003503798,0.00048890617,0.0006852849,0.00082248123,0.0017032373],"category_scores_gemma":[0.00082353316,0.00032587204,0.00078195747,0.00021390652,0.0004810576,0.000794722,0.00057784683,0.0004817503,0.00019400883],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014056943,0.00007765551,0.0011921596,0.0000827874,0.000046799203,0.0003047591,0.00016616621,0.942405,0.023034506,0.008218946,0.00051422825,0.023816457],"study_design_scores_gemma":[0.0000027850485,0.000013596206,0.00039244368,0.0000020667728,0.0000020865675,0.000016085924,0.000011216919,0.9987527,0.00026801415,0.00045398125,0.00008141038,0.000003593577],"about_ca_topic_score_codex":0.0019141138,"about_ca_topic_score_gemma":0.001604226,"teacher_disagreement_score":0.0019141138,"about_ca_system_score_codex":0.00023686934,"about_ca_system_score_gemma":0.00024820477,"threshold_uncertainty_score":0.005697906},"labels":[],"label_agreement":null},{"id":"W2041516328","doi":"10.1016/j.jweia.2012.02.019","title":"Assessment of near-field pollutant dispersion: Effect of upstream buildings","year":2012,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail; Concordia University","funders":"","keywords":"Upstream (networking); Computational fluid dynamics; Wake; Wind tunnel; Dilution; Roof; Environmental science; Turbulence; Dispersion (optics); Reynolds-averaged Navier–Stokes equations; Marine engineering; Meteorology; Mechanics; Engineering; Structural engineering; Geography; Physics","score_opus":0.006449691882826683,"score_gpt":0.21695226639341253,"score_spread":0.21050257451058585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2041516328","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980762,0.000044836088,0.001183482,0.000005979239,0.000002453332,0.000013535601,0.00004145814,0.000012133697,0.00061982975],"genre_scores_gemma":[0.9981511,0.000048201182,0.0011785665,0.0000027570686,0.0000016229964,0.0000056031436,0.000064228385,0.0000033612373,0.00054439844],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99966586,0.00009794902,0.0000150944215,0.000059671587,0.00013047502,0.000030955205],"domain_scores_gemma":[0.9994925,0.00022682386,0.00004044461,0.00004522507,0.0001507468,0.00004432675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004229189,0.00032041586,0.0003524719,0.00039538802,0.000388594,0.0005223159,0.0003464504,0.00050032896,0.00060984003],"category_scores_gemma":[0.0005981674,0.00018833806,0.00035984776,0.00036081806,0.00024193947,0.00044367585,0.00033640236,0.00025401276,0.00013491839],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0057522287,0.002406916,0.2598037,0.00039794357,0.00023742836,0.00052295777,0.00036193422,0.15537436,0.49796662,0.00066555996,0.000287853,0.076222554],"study_design_scores_gemma":[0.000115182214,0.0070268675,0.52005106,0.000034603174,0.0004223223,0.00027133987,0.00079184456,0.21466646,0.25513676,0.00038916693,0.0010225836,0.00007182769],"about_ca_topic_score_codex":0.009087777,"about_ca_topic_score_gemma":0.015443,"teacher_disagreement_score":0.009087777,"about_ca_system_score_codex":0.00037681204,"about_ca_system_score_gemma":0.00037790134,"threshold_uncertainty_score":0.018069744},"labels":[],"label_agreement":null},{"id":"W2042166835","doi":"10.1016/j.jweia.2013.05.012","title":"Performance of the generalized least-squares method for the Gumbel distribution and its application to annual maximum wind speeds","year":2013,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":93,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Gumbel distribution; Mathematics; Estimator; Statistics; Wind speed; Maximum likelihood; Generalized extreme value distribution; Method of moments (probability theory); Return period; Sample size determination; Mean squared error; Extreme value theory; Meteorology; Geography","score_opus":0.010281995763280139,"score_gpt":0.21524360427750872,"score_spread":0.20496160851422857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042166835","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08447176,0.00042436467,0.91192424,0.0002503539,0.00008607755,0.000028303215,0.00010903919,0.0012669853,0.0014388569],"genre_scores_gemma":[0.5597176,0.00039433187,0.43652636,0.000087754954,0.00006853199,0.00009979014,0.0004326199,0.00051255943,0.0021604185],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99842525,0.0010352391,0.000049138318,0.00018886541,0.00023271065,0.00006880823],"domain_scores_gemma":[0.98581356,0.011979159,0.00035609142,0.0005811969,0.0011464768,0.00012350458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0049770367,0.0008806759,0.0008122718,0.0008168202,0.00057735166,0.0010161003,0.0009238705,0.0016525398,0.0018295323],"category_scores_gemma":[0.022695536,0.00040829062,0.00068719627,0.00091404305,0.0006516659,0.0011481866,0.00080522423,0.0009830629,0.00067457417],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040273683,0.000089955334,0.004342031,0.00020158658,0.00013167525,0.00008555542,0.00025523454,0.8393161,0.006261951,0.008669847,0.001506028,0.13873716],"study_design_scores_gemma":[0.000008384264,0.00003240847,0.0009816858,0.000007905629,0.0000059080526,0.000027000387,0.000023523044,0.9962418,0.0009499665,0.0014168181,0.00028486794,0.000019711188],"about_ca_topic_score_codex":0.0067627267,"about_ca_topic_score_gemma":0.004374411,"teacher_disagreement_score":0.0067627267,"about_ca_system_score_codex":0.00039595435,"about_ca_system_score_gemma":0.0014074296,"threshold_uncertainty_score":0.026321352},"labels":[],"label_agreement":null},{"id":"W2044469159","doi":"10.1016/j.jweia.2003.10.005","title":"Simulation of mean flow and turbulence over a 2D building array using high-resolution CFD and a distributed drag force approach","year":2003,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Defence Research and Development Canada; University of Waterloo","funders":"","keywords":"Turbulence; Turbulence modeling; Turbulence kinetic energy; Mechanics; K-omega turbulence model; K-epsilon turbulence model; Computational fluid dynamics; Reynolds stress equation model; Boundary layer; Reynolds-averaged Navier–Stokes equations; Physics; Reynolds number; Wind tunnel; Large eddy simulation; Drag; Classical mechanics","score_opus":0.01412888596626858,"score_gpt":0.20596240560972723,"score_spread":0.19183351964345866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2044469159","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9576336,0.00011925956,0.035800133,0.00022425686,0.00006315088,0.00004166136,0.00021815796,0.0004348821,0.005464909],"genre_scores_gemma":[0.99340785,0.00003276823,0.0057957117,0.000019624624,0.000010554009,0.000021434114,0.00008145638,0.00002503148,0.00060562324],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998165,0.000046167614,0.000009445208,0.000026787759,0.00004393835,0.000057236775],"domain_scores_gemma":[0.9991003,0.0005113893,0.000072906434,0.0000624613,0.000105856,0.00014701809],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035937742,0.0005699818,0.00094358996,0.00057457475,0.0008634474,0.0009936814,0.0008488937,0.0017769854,0.00144771],"category_scores_gemma":[0.0013700402,0.0006667535,0.00077694346,0.00058532035,0.00093222735,0.00076652394,0.0008302294,0.0008546977,0.00014398844],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035975936,0.000033419987,0.0010459665,0.0000062751014,0.000009370923,0.000048313548,0.00002116264,0.9970072,0.00073476875,0.00023114703,0.00005675381,0.0007696078],"study_design_scores_gemma":[0.000008130782,0.0000118037005,0.0003247517,6.8348567e-7,0.0000019475021,0.000003930646,0.000009878204,0.9994204,0.00014839885,0.00004429342,0.000022573598,0.0000032301266],"about_ca_topic_score_codex":0.023048703,"about_ca_topic_score_gemma":0.012748716,"teacher_disagreement_score":0.023048703,"about_ca_system_score_codex":0.00080913847,"about_ca_system_score_gemma":0.0010122702,"threshold_uncertainty_score":0.045829058},"labels":[],"label_agreement":null},{"id":"W2047705814","doi":"10.1016/j.jweia.2012.04.021","title":"Nonlinear dynamics of silk and Mylar flags flapping in axial flow","year":2012,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Biomimetic flight and propulsion mechanisms","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flapping; Mechanics; Nonlinear system; Flow (mathematics); Bistability; Displacement (psychology); Oscillation (cell signaling); Physics; Phase portrait; Flag (linear algebra); Multistability; Bifurcation; Engineering; Structural engineering; Mathematics","score_opus":0.012576732855049948,"score_gpt":0.19236830862237847,"score_spread":0.17979157576732852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047705814","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98998183,0.00013324225,0.0042126896,0.00014233933,0.000019025545,0.000011240069,0.000036426474,0.00001794728,0.0054452964],"genre_scores_gemma":[0.9975783,0.000065000866,0.00033254095,0.000014635821,0.0000099127865,0.000004127435,0.000022978784,0.0000062350537,0.0019662897],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999684,0.0000065952977,0.000001318706,0.000005284013,0.000006946366,0.00001150576],"domain_scores_gemma":[0.99985254,0.000034834084,0.000034113873,0.0000075991193,0.0000272642,0.000043594835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000109283894,0.00024078724,0.00021684324,0.00034755864,0.000368197,0.00051272515,0.00027582765,0.00049641554,0.0019004786],"category_scores_gemma":[0.0005725302,0.00019088795,0.0002730898,0.00012713684,0.00054596964,0.00060821127,0.000549414,0.00030181243,0.00019515057],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010478179,0.00030871417,0.03925758,0.00018071858,0.00011975303,0.0016862962,0.0010541478,0.7287369,0.120331384,0.08061988,0.0024065108,0.024250466],"study_design_scores_gemma":[0.000023403942,0.00008525683,0.016682928,0.000008076338,0.0000071049285,0.000083842715,0.0001534633,0.9787291,0.000967017,0.0029317085,0.00030745586,0.000020598374],"about_ca_topic_score_codex":0.003103827,"about_ca_topic_score_gemma":0.001962205,"teacher_disagreement_score":0.003103827,"about_ca_system_score_codex":0.00028793284,"about_ca_system_score_gemma":0.00024293433,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W2049079040","doi":"10.1016/j.jweia.2009.06.010","title":"PIV measurements for a complex topographic terrain","year":2009,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ridge; Geology; Particle image velocimetry; Terrain; Turbulence; Flow (mathematics); Scale (ratio); Wake; Geometry; Geomorphology; Geodesy; Meteorology; Geography; Mechanics; Cartography; Physics; Mathematics","score_opus":0.03530154321236139,"score_gpt":0.21922658275563647,"score_spread":0.18392503954327508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049079040","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97750956,0.000121108824,0.015465782,0.00006924602,0.000058629506,0.000035994322,0.0016102892,0.00030404073,0.004825363],"genre_scores_gemma":[0.99649745,0.000029530545,0.0028942986,0.0000057214606,0.0000051530164,0.000004601902,0.00030187354,0.000012919161,0.0002485165],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998186,0.000013984392,0.000007350362,0.000026941178,0.00008174152,0.00005128701],"domain_scores_gemma":[0.99962676,0.00009037809,0.000028485389,0.000054945052,0.00015182595,0.000047554742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012731068,0.00020576165,0.00023843233,0.0008395415,0.0004127946,0.00044134192,0.0002794168,0.0005272464,0.0016169316],"category_scores_gemma":[0.00076987414,0.00023116765,0.000167769,0.0007875534,0.00023456347,0.0004087778,0.0003753663,0.00038045898,0.00048609925],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002371064,0.0005004216,0.099954635,0.00036989362,0.00010007116,0.0019107449,0.0008954478,0.07142927,0.67123896,0.0015353803,0.0055249687,0.14416915],"study_design_scores_gemma":[0.00009092491,0.00044988672,0.45800486,0.000049878174,0.000051984633,0.0015522351,0.00070939166,0.38644713,0.14746566,0.00081198075,0.0042218636,0.00014421584],"about_ca_topic_score_codex":0.004681982,"about_ca_topic_score_gemma":0.010608378,"teacher_disagreement_score":0.004681982,"about_ca_system_score_codex":0.00019549287,"about_ca_system_score_gemma":0.00033783593,"threshold_uncertainty_score":0.009309471},"labels":[],"label_agreement":null},{"id":"W2050635666","doi":"10.1016/j.jweia.2014.06.009","title":"Velocity field measurements above the roof of a low-rise building during peak suctions","year":2014,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Roof; Field (mathematics); Environmental science; Geotechnical engineering; Engineering; Geology; Structural engineering; Forensic engineering; Mathematics","score_opus":0.01251349011867199,"score_gpt":0.19699635473645988,"score_spread":0.1844828646177879,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050635666","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99870527,0.000013042368,0.0002917635,0.000014645062,0.000009295803,0.000008772966,0.00021354406,0.00004074471,0.00070306286],"genre_scores_gemma":[0.9994754,0.00001063348,0.00016123,0.000004424817,0.000003944155,0.0000030799833,0.00013624998,0.0000051578636,0.00019980366],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99981827,0.000013804312,0.0000074148934,0.000030626616,0.0000618559,0.00006809914],"domain_scores_gemma":[0.99964345,0.00008392518,0.000028499668,0.000021411872,0.00010308011,0.00011960148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013679273,0.0003511735,0.00061821175,0.0007878649,0.00089721754,0.00053994596,0.00037798475,0.00075929635,0.0015220969],"category_scores_gemma":[0.00037164008,0.000256181,0.00029535868,0.00038625704,0.0004930863,0.0003228681,0.00033993996,0.00075658894,0.0003551883],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0036862383,0.0008848477,0.21899118,0.00014971253,0.000116294614,0.0042479797,0.0037756562,0.0071719335,0.7317508,0.00031587022,0.0015354499,0.02737413],"study_design_scores_gemma":[0.000037571594,0.000897823,0.9547503,0.000021845975,0.000050842264,0.0003406457,0.0020001729,0.010789187,0.030310791,0.00007463892,0.0006867183,0.000039417184],"about_ca_topic_score_codex":0.008115226,"about_ca_topic_score_gemma":0.011176145,"teacher_disagreement_score":0.008115226,"about_ca_system_score_codex":0.00024261931,"about_ca_system_score_gemma":0.00041252456,"threshold_uncertainty_score":0.01613599},"labels":[],"label_agreement":null},{"id":"W2051385912","doi":"10.1016/j.jweia.2011.06.002","title":"2D and 3D numerical simulation of the wind-rotor/nacelle interaction in an atmospheric boundary layer","year":2011,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind Energy Research and Development","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Nacelle; Boundary layer; Rotor (electric); Planetary boundary layer; Mechanics; Aerospace engineering; Geology; Meteorology; Environmental science; Physics; Engineering; Mechanical engineering; Turbine","score_opus":0.029334699859606603,"score_gpt":0.23184291966873546,"score_spread":0.20250821980912886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051385912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.949544,0.00029922082,0.017133014,0.00054800254,0.00023309764,0.00009841974,0.0009178669,0.0005732093,0.030653192],"genre_scores_gemma":[0.99319977,0.00006552276,0.003984825,0.000087447,0.000020915808,0.00004029425,0.00022099493,0.00006366779,0.0023165084],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968565,0.0000672466,0.000021480908,0.000036771744,0.00010390614,0.000084959276],"domain_scores_gemma":[0.99909663,0.000438427,0.000080605765,0.000066389286,0.00014446038,0.00017347353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035758663,0.0006380435,0.00086394034,0.0005877827,0.0011715541,0.0014673839,0.001041377,0.0026303765,0.005637109],"category_scores_gemma":[0.0015429718,0.00068463245,0.000798386,0.000616052,0.0013366357,0.0007565882,0.0009741686,0.0010764822,0.00045159832],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014337758,0.00013282802,0.0027465979,0.000031312677,0.00002664052,0.00024623223,0.00008081412,0.99126095,0.0025063797,0.0009818017,0.00039780722,0.0014452796],"study_design_scores_gemma":[0.000036691992,0.00003186737,0.0012691641,0.000004348305,0.000005577491,0.000018154191,0.000036928668,0.9978886,0.00038650807,0.00013688212,0.00017055203,0.0000146816055],"about_ca_topic_score_codex":0.02475546,"about_ca_topic_score_gemma":0.0138416635,"teacher_disagreement_score":0.02475546,"about_ca_system_score_codex":0.0008461226,"about_ca_system_score_gemma":0.0011655472,"threshold_uncertainty_score":0.049222708},"labels":[],"label_agreement":null},{"id":"W2051708104","doi":"10.1016/j.jweia.2014.12.006","title":"An experimental study of pressure distributions within an air-permeable, double-layer roof system in regions of separated flow","year":2015,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Cereal Partners Worldwide","keywords":"Wind tunnel; Roof; Flow (mathematics); Low-rise; Pressure measurement; Static pressure; Mechanics; Airflow; Structural engineering; Range (aeronautics); Materials science; Geotechnical engineering; Meteorology; Geology; Engineering; Physics; Composite material; Mechanical engineering","score_opus":0.03458682152583831,"score_gpt":0.2498862106256243,"score_spread":0.215299389099786,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051708104","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999191,0.000012060445,0.00054162,0.0000057723673,0.0000037329357,0.000007968412,0.00005025512,0.000017540717,0.00017012277],"genre_scores_gemma":[0.9993864,0.000011825925,0.00040131065,0.0000027288563,0.000002435837,0.000009005169,0.00004524689,0.000004057338,0.00013700906],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996886,0.00004496333,0.000018135359,0.0000896044,0.00007419439,0.00008447817],"domain_scores_gemma":[0.9990982,0.000413855,0.00009956832,0.00013438052,0.00016270684,0.000091388465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034417034,0.00034547958,0.00054346654,0.00024664967,0.0010369602,0.00055199437,0.0006387816,0.00063772156,0.0017801328],"category_scores_gemma":[0.00083029584,0.00025720499,0.0003294318,0.00025882586,0.0010908367,0.0007490316,0.0006058851,0.000588022,0.00016741824],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026276147,0.0012573794,0.008763114,0.00013400859,0.000029466935,0.00051831745,0.0005958318,0.015086768,0.96564215,0.00034748594,0.00015441132,0.0048434245],"study_design_scores_gemma":[0.00037481735,0.009409232,0.06020837,0.000018275668,0.0000857332,0.00032221392,0.001392905,0.08934033,0.8377884,0.00020737,0.0007777521,0.00007460331],"about_ca_topic_score_codex":0.0015525202,"about_ca_topic_score_gemma":0.0013190114,"teacher_disagreement_score":0.0017801328,"about_ca_system_score_codex":0.00031962382,"about_ca_system_score_gemma":0.00039861797,"threshold_uncertainty_score":0.0059551},"labels":[],"label_agreement":null},{"id":"W2051796254","doi":"10.1016/j.jweia.2007.01.006","title":"Control of vortex shedding-induced effects in a sectional bridge model by spanwise perturbation method","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; National Institute of Standards and Technology","keywords":"Wake; Perturbation (astronomy); Vortex shedding; Mechanics; Vortex; Amplitude; Wavelength; Vibration; Girder; Structural engineering; Physics; Aerodynamics; Acoustics; Engineering; Optics; Turbulence","score_opus":0.010095494162444103,"score_gpt":0.22527682542622005,"score_spread":0.21518133126377595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051796254","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34937713,0.000249884,0.6397138,0.0002558945,0.00015990793,0.00007018534,0.00005772006,0.0002896127,0.009825871],"genre_scores_gemma":[0.992841,0.000060568906,0.005201447,0.000024373156,0.00001795841,0.000026108586,0.000019374074,0.000015283782,0.0017939515],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993074,0.000029110408,0.0000026861928,0.000011526787,0.000013857257,0.000012058365],"domain_scores_gemma":[0.99982494,0.000068353154,0.000032269058,0.000011139972,0.000040875013,0.00002243152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002668689,0.00058140664,0.0006225959,0.00022713518,0.00030498582,0.00048533457,0.00043609322,0.00073847605,0.0014350292],"category_scores_gemma":[0.0004630858,0.00024534375,0.00032860434,0.00011987305,0.00045397194,0.00041861748,0.0006261142,0.0004655147,0.000095956995],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013838334,0.00009664823,0.00032588668,0.00006830953,0.000041932883,0.00013925564,0.000043883007,0.9556965,0.029276028,0.0058604754,0.00048300874,0.007829579],"study_design_scores_gemma":[0.0000029449882,0.000016403143,0.00003194001,4.954846e-7,0.0000018321545,0.00000185963,0.000001914156,0.99954164,0.00023174014,0.00014102166,0.00002715029,0.0000010514407],"about_ca_topic_score_codex":0.0017991893,"about_ca_topic_score_gemma":0.00121295,"teacher_disagreement_score":0.0017991893,"about_ca_system_score_codex":0.00015763514,"about_ca_system_score_gemma":0.00026432224,"threshold_uncertainty_score":0.0048006773},"labels":[],"label_agreement":null},{"id":"W2053161742","doi":"10.1016/s0167-6105(01)00076-9","title":"Probabilistic assessment of wind-sensitive structures with uncertain parameters","year":2001,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Serviceability (structure); Mathematics; Probabilistic logic; Statistics; Conditional expectation; Reliability (semiconductor); Limit (mathematics); Structural engineering; Engineering; Mathematical analysis; Physics","score_opus":0.06655499104912159,"score_gpt":0.298791739490958,"score_spread":0.2322367484418364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053161742","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31798214,0.0004588243,0.67763335,0.00026629056,0.000026274905,0.000086755615,0.00017848404,0.00017174354,0.0031961573],"genre_scores_gemma":[0.98906696,0.00012193072,0.01024337,0.000013259173,0.00001471362,0.000024386049,0.00007583915,0.000015003905,0.00042448234],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982443,0.0006041791,0.00008890555,0.0001688385,0.000773413,0.00012037654],"domain_scores_gemma":[0.9928444,0.00523009,0.0008397296,0.00038728997,0.0005478117,0.00015071216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0044712257,0.0010822569,0.0013167829,0.0018394758,0.00054642203,0.0014266431,0.0014239853,0.0021412666,0.001307908],"category_scores_gemma":[0.014225836,0.0015671611,0.001190855,0.001069867,0.0013706518,0.0022663914,0.0017520706,0.00079178426,0.00017904384],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043674514,0.0000071335244,0.0005841755,0.000014163739,0.000016996359,0.00005102169,0.000012093049,0.9946472,0.0006958813,0.0017442745,0.00003725255,0.0021460673],"study_design_scores_gemma":[0.0000044795006,0.00002534078,0.00085094885,0.000003656881,0.000013396703,0.000031215448,0.00000775707,0.99514717,0.000392522,0.003458883,0.000054214906,0.000010422662],"about_ca_topic_score_codex":0.0014666148,"about_ca_topic_score_gemma":0.0020631833,"teacher_disagreement_score":0.0044712257,"about_ca_system_score_codex":0.0007985393,"about_ca_system_score_gemma":0.00044757265,"threshold_uncertainty_score":0.023646414},"labels":[],"label_agreement":null},{"id":"W2054019465","doi":"10.1016/s0167-6105(02)00339-2","title":"An experimental study of the aerodynamic influence of a pair of winglets on a flat plate model","year":2003,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Wingtip device; Aerodynamics; Structural engineering; Engineering; Computer science; Mechanics; Mechanical engineering; Aerospace engineering; Physics","score_opus":0.0140316025872755,"score_gpt":0.21459917152428704,"score_spread":0.20056756893701153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054019465","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9966754,0.000053308,0.002398151,0.000023091688,0.000043643948,0.000018219844,0.0000767756,0.000052578773,0.0006588943],"genre_scores_gemma":[0.9982786,0.00004221055,0.0008380101,0.000008021151,0.000008511414,0.000009889423,0.000059865837,0.000012436098,0.0007423335],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995697,0.000057532634,0.00002142925,0.000087264685,0.00015559075,0.00010839903],"domain_scores_gemma":[0.9990073,0.00041204077,0.00008513985,0.00018833105,0.00019431989,0.000112819944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003804849,0.0005644401,0.0005789511,0.0002909509,0.00052531314,0.00032932722,0.00074412685,0.0010445635,0.0038329912],"category_scores_gemma":[0.0009821717,0.00039830134,0.00047287764,0.0001728141,0.00059303513,0.00043478012,0.00066723407,0.00046361474,0.00043794874],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011373596,0.0004221079,0.00093501393,0.00009123179,0.000021486245,0.00029860798,0.000106433574,0.00774867,0.98559165,0.00017171178,0.00014437149,0.0033314142],"study_design_scores_gemma":[0.00022379251,0.010635249,0.02165545,0.000025749236,0.00014062824,0.00041171556,0.00038750443,0.0973539,0.8679064,0.00013512559,0.001054235,0.00007022515],"about_ca_topic_score_codex":0.0007270291,"about_ca_topic_score_gemma":0.00072287803,"teacher_disagreement_score":0.0038329912,"about_ca_system_score_codex":0.0001528122,"about_ca_system_score_gemma":0.00022478642,"threshold_uncertainty_score":0.012822628},"labels":[],"label_agreement":null},{"id":"W2057030213","doi":"10.1016/j.jweia.2007.06.047","title":"Wind loads on free-standing canopy roofs: Part 1 local wind pressures","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Concordia University; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Roof; Wind tunnel; Wind engineering; Wind direction; Wind profile power law; Environmental science; Meteorology; Gable; Wind speed; Wind gradient; Geology; Atmospheric sciences; Structural engineering; Marine engineering; Engineering; Geography; Aerospace engineering","score_opus":0.013745399607179045,"score_gpt":0.2051848210443578,"score_spread":0.19143942143717876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057030213","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933298,0.00016582965,0.0016890017,0.000012299267,0.0000056655863,0.00002144787,0.0001287756,0.00003371045,0.0046134177],"genre_scores_gemma":[0.99894565,0.000068963236,0.00014143482,0.0000017516861,0.0000064818055,0.0000052894125,0.000078505545,0.0000177437,0.0007343073],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998591,0.000017523042,0.000007069094,0.000027195043,0.00004816285,0.00004095023],"domain_scores_gemma":[0.9998274,0.000080841244,0.000013415458,0.000014931653,0.00003785417,0.000025397998],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014270414,0.00038530197,0.0006299846,0.0006137216,0.00077612285,0.0006874488,0.00034196448,0.00035362618,0.0050562285],"category_scores_gemma":[0.00047364566,0.00028181527,0.00046836378,0.000508313,0.0006499645,0.00075756904,0.00045715226,0.0002951999,0.0007079283],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017151963,0.0009937095,0.16425288,0.00081513386,0.00020333544,0.0029714198,0.0023638746,0.22284807,0.44564375,0.004772704,0.0028181225,0.1506018],"study_design_scores_gemma":[0.00005241266,0.00044447926,0.82661176,0.00003353943,0.00010350555,0.00048402807,0.0024109662,0.10862344,0.058834296,0.001107758,0.0012340962,0.00005965056],"about_ca_topic_score_codex":0.004426123,"about_ca_topic_score_gemma":0.0038906273,"teacher_disagreement_score":0.0050562285,"about_ca_system_score_codex":0.00029731687,"about_ca_system_score_gemma":0.0001877881,"threshold_uncertainty_score":0.016914785},"labels":[],"label_agreement":null},{"id":"W2057550984","doi":"10.1016/j.jweia.2009.06.012","title":"Effect of weather conditions on windbreak odour dispersion","year":2009,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aeolian processes and effects","field":"Earth and Planetary Sciences","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Windbreak; Plume; Atmospheric instability; Environmental science; Atmospheric sciences; Wind speed; Atmospheric dispersion modeling; Dispersion (optics); Meteorology; Wind shear; Wind direction; Convection; Airflow; Geology; Air pollution; Chemistry; Geography","score_opus":0.008446113893586309,"score_gpt":0.20071384129759862,"score_spread":0.1922677274040123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057550984","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99956423,0.000038742353,0.000032290467,0.000007728302,0.000008363614,0.00000195904,0.000099036006,0.000002929818,0.0002447999],"genre_scores_gemma":[0.9995239,0.000034186836,0.000027810882,0.0000063262205,0.0000025301372,0.0000019181527,0.00012142603,0.000003919515,0.00027810817],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99990606,0.000017023438,0.000009236154,0.00001970002,0.000012144599,0.000035903562],"domain_scores_gemma":[0.99889404,0.00070989144,0.00008008682,0.000049552447,0.00011540964,0.00015100822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022344128,0.00024968229,0.00037733078,0.00017585771,0.00042106363,0.00057550566,0.00015862532,0.00036119352,0.003009073],"category_scores_gemma":[0.00090647594,0.00019151455,0.00028516102,0.00019292967,0.00026428973,0.0003746763,0.00029761577,0.00039582452,0.00022544149],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.030679515,0.0011651337,0.34033623,0.00035149395,0.00055514777,0.0011291355,0.00045882227,0.019130988,0.58112866,0.00022941706,0.0009290562,0.023906296],"study_design_scores_gemma":[0.00011552918,0.001395658,0.94695187,0.000015117467,0.00017086501,0.00009547201,0.00044435717,0.0060147555,0.04407873,0.00007621447,0.00061293656,0.000028555743],"about_ca_topic_score_codex":0.009310263,"about_ca_topic_score_gemma":0.010745635,"teacher_disagreement_score":0.009310263,"about_ca_system_score_codex":0.00035938135,"about_ca_system_score_gemma":0.0002053475,"threshold_uncertainty_score":0.01851219},"labels":[],"label_agreement":null},{"id":"W2059873222","doi":"10.1016/j.jweia.2012.03.028","title":"Sectional model investigation at high Reynolds number for a super tall building","year":2012,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; National Research Council Canada","funders":"","keywords":"Reynolds number; Mathematics; Architectural engineering; Mechanics; Engineering; Physics; Turbulence","score_opus":0.020797495279887987,"score_gpt":0.21151902691089608,"score_spread":0.19072153163100808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059873222","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9597104,0.00013438652,0.02166381,0.00014716433,0.000043034594,0.000052105042,0.00043555017,0.0002537275,0.017559864],"genre_scores_gemma":[0.99540544,0.00008396377,0.001697955,0.000016391616,0.0000068584577,0.000017217513,0.00012584048,0.000024193652,0.0026220197],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999064,0.000023317558,0.0000042306215,0.000016399741,0.000022982626,0.000026620855],"domain_scores_gemma":[0.9997656,0.00008474289,0.0000294654,0.00003420163,0.000051557436,0.000034490586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017290543,0.0004516052,0.0005537244,0.00033807222,0.0006037382,0.0007832357,0.0006806993,0.0015138837,0.0028488352],"category_scores_gemma":[0.00043265356,0.00039251594,0.00063860114,0.00034944643,0.00038895238,0.0003814995,0.00040680805,0.0005016197,0.0003312098],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000097554985,0.00009821496,0.0031584657,0.00003417722,0.000022783923,0.0005285221,0.00007760268,0.9817153,0.010712112,0.0014041307,0.00034437672,0.0018067814],"study_design_scores_gemma":[0.000011085733,0.00009318778,0.0027991098,0.000004279975,0.000016324959,0.000056117988,0.000061348845,0.9955462,0.0009602364,0.0001582252,0.00028157266,0.000012279262],"about_ca_topic_score_codex":0.012020346,"about_ca_topic_score_gemma":0.0074833217,"teacher_disagreement_score":0.012020346,"about_ca_system_score_codex":0.00028215078,"about_ca_system_score_gemma":0.00065602857,"threshold_uncertainty_score":0.023900747},"labels":[],"label_agreement":null},{"id":"W2060544035","doi":"10.1016/s0167-6105(01)00062-9","title":"An investigation of Reynolds number effects on the steady and unsteady aerodynamic forces on a 1:10 scale bridge deck section model","year":2001,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; National Research Council Canada","funders":"","keywords":"Wind tunnel; Reynolds number; Aerodynamics; Structural engineering; Deck; Scale model; Aerodynamic force; Mechanics; Engineering; Aerospace engineering; Physics; Turbulence","score_opus":0.015185375165455383,"score_gpt":0.21365936080129902,"score_spread":0.19847398563584365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060544035","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9904969,0.000080007274,0.004142416,0.00006944156,0.000020749983,0.00002098877,0.00013188379,0.000086607135,0.0049510887],"genre_scores_gemma":[0.9973115,0.000050411876,0.0008256331,0.000010770304,0.000005128392,0.000011082959,0.00007218407,0.000028203789,0.0016850997],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998827,0.000030828625,0.000005490764,0.000019702733,0.000025813266,0.000035425714],"domain_scores_gemma":[0.99933916,0.0003982966,0.000057250767,0.00005658129,0.00010543634,0.00004316963],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026601233,0.0005112009,0.00080262334,0.0003097334,0.0005196847,0.0005514654,0.00066857017,0.0012860224,0.0025689234],"category_scores_gemma":[0.0011795678,0.00037987038,0.0005845148,0.00025867342,0.00045258543,0.0005280562,0.00033607698,0.00062183454,0.0003039739],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021580164,0.00022340508,0.003735144,0.000059948416,0.000024537547,0.00026547926,0.000096398304,0.9714216,0.018133542,0.0010513817,0.00045969285,0.004313054],"study_design_scores_gemma":[0.00001481711,0.00009638317,0.002266739,0.0000036907827,0.000012559035,0.000013554725,0.000026031637,0.9950079,0.0023610166,0.00005199646,0.00013618989,0.000009167449],"about_ca_topic_score_codex":0.017286012,"about_ca_topic_score_gemma":0.0108211795,"teacher_disagreement_score":0.017286012,"about_ca_system_score_codex":0.00039666615,"about_ca_system_score_gemma":0.0005532298,"threshold_uncertainty_score":0.03437078},"labels":[],"label_agreement":null},{"id":"W2063626393","doi":"10.1016/j.jweia.2007.02.026","title":"Erratum to “The r largest order statistics model for extreme wind speed estimation” [J. Wind Eng. Ind. Aerodyn. 95(3), 165–182]","year":2007,"lang":"en","type":"erratum","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Energy Load and Power Forecasting","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Wind speed; Statistics; Meteorology; Estimation; Order (exchange); Mathematics; Environmental science; Geography; Engineering; Economics","score_opus":0.030706670386294863,"score_gpt":0.23367201893732714,"score_spread":0.20296534855103227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063626393","genre_codex":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0004378397,0.002791951,0.0061764,0.045371935,0.9298414,0.0000685605,0.00361494,0.00097609434,0.010720882],"genre_scores_gemma":[0.020679025,0.016324092,0.027882129,0.11091437,0.26249787,0.00046927264,0.020335888,0.0049682693,0.5359291],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9963108,0.00072783796,0.00078262005,0.00042036903,0.0015655424,0.000192978],"domain_scores_gemma":[0.97736645,0.0050634593,0.001031872,0.0013126595,0.014749102,0.00047643317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0031261693,0.0027345796,0.002212445,0.0034051829,0.0027272813,0.0024767865,0.0030317078,0.004103517,0.043573912],"category_scores_gemma":[0.04046755,0.0010536796,0.0015165161,0.0027712844,0.00150448,0.002765378,0.0016263182,0.006377899,0.049781963],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038531074,0.000009710763,0.00006162405,0.00006106524,0.000007824471,0.00011184831,0.000011709184,0.00012339918,0.00006664039,0.0009702959,0.99265313,0.005884124],"study_design_scores_gemma":[0.00005183533,0.000059569025,0.0011349736,0.0003604973,0.000035409626,0.0004160439,0.00006727171,0.0013893745,0.0007492419,0.0030527846,0.9926162,0.00006680978],"about_ca_topic_score_codex":0.014854178,"about_ca_topic_score_gemma":0.019598508,"teacher_disagreement_score":0.043573912,"about_ca_system_score_codex":0.002327532,"about_ca_system_score_gemma":0.0039274395,"threshold_uncertainty_score":0.1457693},"labels":[],"label_agreement":null},{"id":"W2064814516","doi":"10.1016/j.jweia.2003.09.007","title":"The foundation and the future of wind engineering of long span bridges—the contributions of Alan Davenport","year":2003,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Research Council Canada","keywords":"Aeroelasticity; Bridge (graph theory); Span (engineering); Aerodynamics; Suspension (topology); Wind engineering; Flutter; Foundation (evidence); Wind tunnel; Work (physics); Engineering; Section (typography); Structural engineering; Turbulence; Architectural engineering; Computer science; Mechanical engineering; Meteorology; Mathematics; Aerospace engineering; Physics; Law; Political science","score_opus":0.0057328953041833304,"score_gpt":0.18831806869324358,"score_spread":0.18258517338906025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064814516","genre_codex":"commentary","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0043492913,0.3025201,0.012265931,0.6155338,0.019417167,0.000011710954,0.00006522372,0.00004087977,0.045795906],"genre_scores_gemma":[0.2041868,0.6054044,0.020678265,0.046938226,0.03790952,0.000052003492,0.00008378819,0.0001191144,0.08462785],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993493,0.00025032155,0.00002981615,0.000087021996,0.00021742069,0.000066207074],"domain_scores_gemma":[0.9960259,0.001915738,0.00014115854,0.00012806432,0.001156781,0.00063236576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0033298116,0.0005031504,0.00041332952,0.00086021156,0.0017822371,0.0032637538,0.0008464116,0.002974477,0.0040611965],"category_scores_gemma":[0.006858336,0.00028226164,0.0002350576,0.00068601285,0.0042618676,0.00802648,0.0025408356,0.0053039044,0.00074949145],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056669658,0.00006726725,0.0008818798,0.00032485672,0.00001867878,0.00011138245,0.0013080963,0.0024555149,0.00036671458,0.3834395,0.48570055,0.12526895],"study_design_scores_gemma":[0.00000655617,0.000022502592,0.0003489743,0.0003798423,0.000004013061,0.00008336826,0.00088863564,0.0010760874,0.000103453,0.13778234,0.8592784,0.000025828078],"about_ca_topic_score_codex":0.0058401213,"about_ca_topic_score_gemma":0.010249908,"teacher_disagreement_score":0.0058401213,"about_ca_system_score_codex":0.0012194599,"about_ca_system_score_gemma":0.0028352812,"threshold_uncertainty_score":0.017609954},"labels":[],"label_agreement":null},{"id":"W2067409813","doi":"10.1016/s0167-6105(02)00271-4","title":"Implications of Typhoon York on the design wind speeds in Hong Kong","year":2002,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Typhoon; Wind speed; Meteorology; Anemometer; Maximum sustained wind; Tropical cyclone; Environmental science; Tropical cyclone scales; Wind engineering; Storm; Wind shear; Wind direction; Cyclone (programming language); Climatology; Wind gradient; Engineering; Geography; Geology","score_opus":0.07162052495414188,"score_gpt":0.21553010597640077,"score_spread":0.14390958102225887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067409813","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984577,0.000039171664,0.000034233257,0.000100186255,0.000007375878,0.000004310961,0.00014306499,0.0000019379797,0.0012119851],"genre_scores_gemma":[0.999537,0.000044289085,0.000012683506,0.0000125443485,0.0000018717345,0.000001448066,0.000056672914,0.0000010708563,0.0003324556],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997644,0.000051799754,0.000023500688,0.000031629665,0.000022960652,0.000105676634],"domain_scores_gemma":[0.9984835,0.00036341566,0.00031058956,0.000068142996,0.0005001826,0.00027431763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005243056,0.00016471703,0.00022172906,0.0004099659,0.00076439074,0.0015077097,0.00025531102,0.00025977695,0.002358259],"category_scores_gemma":[0.0013645347,0.00020802449,0.00024289197,0.00073599495,0.00066086615,0.00045990196,0.0005616243,0.0004424017,0.00016091333],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037187163,0.00004786885,0.9860401,0.00003938805,0.00006410944,0.0006889589,0.0011356986,0.0056529786,0.0011145525,0.0006924596,0.00071483623,0.0034371894],"study_design_scores_gemma":[0.000009549583,0.000033051158,0.99206513,0.000011561633,0.000027473245,0.000029584544,0.0036891107,0.0032717858,0.0002158376,0.000050445517,0.0005866624,0.000009833129],"about_ca_topic_score_codex":0.42675444,"about_ca_topic_score_gemma":0.50996387,"teacher_disagreement_score":0.42675444,"about_ca_system_score_codex":0.004094209,"about_ca_system_score_gemma":0.002809711,"threshold_uncertainty_score":0.8485409},"labels":[],"label_agreement":null},{"id":"W2070291389","doi":"10.1016/j.jweia.2006.09.001","title":"Wind-tunnel and field investigation of the effect of local wind direction on speed-up over hills","year":2006,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":84,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"Federal Aviation Administration; Electric Power Research Institute","keywords":"Wind speed; Wind gradient; Meteorology; Terrain; Log wind profile; Wind profile power law; Geology; Wind tunnel; Planetary boundary layer; Wind direction; Hypersonic wind tunnel; Wind shear; Field (mathematics); Geodesy; Geometry; Mechanics; Mathematics; Physics; Geography; Turbulence","score_opus":0.0060087872186379366,"score_gpt":0.17943438133657705,"score_spread":0.17342559411793912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070291389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99945337,0.000009681144,0.00011342571,0.0000038458797,0.0000021196654,0.000006363822,0.000084461826,0.000011744891,0.00031490801],"genre_scores_gemma":[0.999616,0.000010553029,0.00012361279,0.0000024055923,8.908531e-7,0.0000038119558,0.00008704746,0.0000025519607,0.00015307275],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999279,0.000015370346,0.000005781866,0.000013778836,0.000015831476,0.000021275479],"domain_scores_gemma":[0.99914,0.00035179482,0.00006784002,0.00006776546,0.00024502646,0.00012748216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033984808,0.00022452614,0.00036435534,0.00033627969,0.00044296717,0.000329336,0.000261429,0.0003458671,0.0013928781],"category_scores_gemma":[0.00065055327,0.00022513389,0.00023860882,0.0003591474,0.0002898354,0.00030696683,0.00014922999,0.00032173056,0.0001324205],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.010849159,0.0045503955,0.3801052,0.00051215634,0.00023329085,0.001820495,0.0011648001,0.07094493,0.49270377,0.0005454656,0.0014099661,0.035160314],"study_design_scores_gemma":[0.00030679218,0.002848408,0.91541773,0.000026210924,0.00010058997,0.00026459526,0.000824516,0.05465227,0.024737628,0.000120885496,0.0006375995,0.00006276285],"about_ca_topic_score_codex":0.0071913567,"about_ca_topic_score_gemma":0.010239532,"teacher_disagreement_score":0.0071913567,"about_ca_system_score_codex":0.00018139959,"about_ca_system_score_gemma":0.00029728966,"threshold_uncertainty_score":0.0142989755},"labels":[],"label_agreement":null},{"id":"W2070616596","doi":"10.1016/j.jweia.2013.10.002","title":"Galloping of a single iced conductor based on curved-beam theory","year":2013,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Aerodynamic force; Aerodynamics; Curvature; Beam (structure); Nonlinear system; Mechanics; Position (finance); Physics; Displacement (psychology); Conductor; Classical mechanics; Control theory (sociology); Mathematics; Structural engineering; Mathematical analysis; Geometry; Engineering; Optics; Computer science","score_opus":0.01525723402614415,"score_gpt":0.18742018272710773,"score_spread":0.17216294870096358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070616596","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23711225,0.001562869,0.6793522,0.00042082623,0.00065724074,0.000109676745,0.00018491448,0.0006819012,0.07991807],"genre_scores_gemma":[0.9730672,0.00043490887,0.011975638,0.000059820308,0.00007578022,0.000032274664,0.00006914136,0.0000966672,0.014188434],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991107,0.000024281528,0.0000043528566,0.000017156255,0.0000242183,0.000018830424],"domain_scores_gemma":[0.99981517,0.00006128006,0.00001864765,0.000036615453,0.000044343804,0.000024039307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022614741,0.00053656095,0.0009579541,0.000632923,0.00070052355,0.0010175306,0.00089873746,0.0013790315,0.003607812],"category_scores_gemma":[0.00048197876,0.0003253499,0.0010920969,0.0003568325,0.0010145792,0.0009313253,0.0006311075,0.0005222062,0.00060089823],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023868543,0.000081418235,0.0014725057,0.000300392,0.00009589589,0.0020387217,0.0005586252,0.8358855,0.0408245,0.09858377,0.0032759898,0.016643912],"study_design_scores_gemma":[0.0000051708694,0.00002201877,0.00034451595,0.00001507543,0.000010913073,0.00009109553,0.000054810127,0.9939639,0.0007625103,0.0040614773,0.00065268896,0.000015787076],"about_ca_topic_score_codex":0.0014132417,"about_ca_topic_score_gemma":0.0014450006,"teacher_disagreement_score":0.003607812,"about_ca_system_score_codex":0.00031213812,"about_ca_system_score_gemma":0.00027382505,"threshold_uncertainty_score":0.0120693445},"labels":[],"label_agreement":null},{"id":"W2071538324","doi":"10.1016/s0167-6105(03)00077-1","title":"Full-scale measurements for evaluation of coal dust release from train wagons with two different shelter covers","year":2003,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Air Quality and Health Impacts","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Fundação para a Ciência e a Tecnologia","keywords":"Coal dust; Aeolian processes; Environmental science; Mining engineering; Engineering; Scale (ratio); Coal; Environmental engineering; Meteorology; Waste management; Geography; Geology; Cartography","score_opus":0.07344700634263618,"score_gpt":0.28161902922665927,"score_spread":0.2081720228840231,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071538324","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989899,0.0000067007777,0.0006005359,0.000003878538,0.0000024407432,0.00002048118,0.0001271889,0.000022409835,0.00022648569],"genre_scores_gemma":[0.99832565,0.000008959294,0.0010476005,0.000011518693,0.0000014182638,0.0000317146,0.00018327357,0.0000073060746,0.0003825053],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996933,0.000040216055,0.000013107343,0.00006292035,0.00013244487,0.000058108733],"domain_scores_gemma":[0.9997354,0.000058553775,0.000024673827,0.000031992,0.00010684828,0.00004251578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023331688,0.0004498166,0.00036411436,0.00035254934,0.00071064226,0.00031436273,0.00049860054,0.0007592316,0.00090549275],"category_scores_gemma":[0.00032171002,0.0002798759,0.0003124993,0.00030414376,0.0002681122,0.0002314943,0.0003505283,0.0003002855,0.00030157168],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030041656,0.001277534,0.21674347,0.0001244193,0.000118887816,0.00047022974,0.0012743039,0.004269316,0.75173515,0.000059629783,0.0006626226,0.020260267],"study_design_scores_gemma":[0.00020752246,0.0031887323,0.8040158,0.000014031142,0.00016688181,0.0003486867,0.0012768371,0.016624916,0.17275284,0.000048156155,0.0013180405,0.000037476162],"about_ca_topic_score_codex":0.006053191,"about_ca_topic_score_gemma":0.017382642,"teacher_disagreement_score":0.006053191,"about_ca_system_score_codex":0.00027201374,"about_ca_system_score_gemma":0.00024707994,"threshold_uncertainty_score":0.012035906},"labels":[],"label_agreement":null},{"id":"W2075946347","doi":"10.1016/j.jweia.2007.02.016","title":"Exposure model for wind loading of buildings","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; Rowan Williams Davies & Irwin (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Terrain; Roughness length; Wind speed; Scale (ratio); Scale model; Surface finish; Grid; Meteorology; Wind tunnel; Wind direction; Upstream (networking); Geology; Wind profile power law; Environmental science; Marine engineering; Computer science; Geodesy; Engineering; Geography; Aerospace engineering; Cartography; Mechanical engineering","score_opus":0.01643976256644982,"score_gpt":0.21200189810074066,"score_spread":0.19556213553429083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075946347","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25853187,0.0010267722,0.7053966,0.0017482898,0.00037547786,0.0001784802,0.002033616,0.00079161866,0.029917223],"genre_scores_gemma":[0.95463514,0.000580928,0.009270614,0.0001219991,0.00011744944,0.00019368903,0.00081185723,0.00015115333,0.0341172],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995807,0.00014207186,0.000022401886,0.00008439206,0.00006814018,0.000102305065],"domain_scores_gemma":[0.9994916,0.00025256054,0.000057418736,0.00003576878,0.00010979673,0.000052772517],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080760475,0.0010861228,0.0013270664,0.00077705976,0.00058645534,0.001187725,0.0020033906,0.0031546615,0.006780639],"category_scores_gemma":[0.001693908,0.0008587329,0.0012624051,0.0007323254,0.0008205617,0.0013190127,0.0011767593,0.0013030141,0.00083450956],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001858763,0.000030013727,0.00045340578,0.000017142569,0.000020417343,0.000056368335,0.000021468322,0.9917779,0.0003053265,0.005462198,0.00037467887,0.0014624489],"study_design_scores_gemma":[0.000006200376,0.0000079754755,0.00021349762,0.000002829989,0.0000074281284,0.000008568865,0.000011674402,0.9975829,0.000042803487,0.001938125,0.00017192996,0.0000060014145],"about_ca_topic_score_codex":0.030296482,"about_ca_topic_score_gemma":0.014345543,"teacher_disagreement_score":0.030296482,"about_ca_system_score_codex":0.0009997769,"about_ca_system_score_gemma":0.0010985767,"threshold_uncertainty_score":0.06024027},"labels":[],"label_agreement":null},{"id":"W2076974021","doi":"10.1016/s0167-6105(03)00053-9","title":"Wind tunnel study of the across-wind response of a slender tower with a nonlinear tuned mass damper","year":2003,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Aeroelasticity; Nonlinear system; Tuned mass damper; Structural engineering; Wind tunnel; Damper; Aerodynamics; Control theory (sociology); Engineering; Root mean square; Square (algebra); Mechanics; Mathematics; Physics; Computer science; Geometry","score_opus":0.014438422182519204,"score_gpt":0.21008163036494729,"score_spread":0.19564320818242809,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076974021","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99841416,0.000011400673,0.0008995204,0.000021190786,0.000009881376,0.000011014582,0.00004097772,0.000031128602,0.0005607114],"genre_scores_gemma":[0.99941003,0.0000074965606,0.0002479094,0.0000051702864,0.0000010784916,0.0000029947273,0.000020832616,0.000003008519,0.00030145937],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999194,0.000022851507,0.00000549815,0.000011305004,0.000020680482,0.000020364869],"domain_scores_gemma":[0.9994535,0.00022788194,0.000045586432,0.00005699092,0.00011206109,0.000103902516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031350824,0.00031603442,0.00041227057,0.00018285745,0.0003621838,0.00021884782,0.00033058485,0.0006509815,0.0017779396],"category_scores_gemma":[0.00066907017,0.00020020064,0.00030645836,0.000122036734,0.00033061166,0.00031575793,0.00020318214,0.00038640565,0.00015549838],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00627789,0.0022051581,0.026540188,0.0004567414,0.00017817607,0.003682839,0.0007819505,0.23596162,0.70306724,0.0010570984,0.0016708755,0.018120248],"study_design_scores_gemma":[0.0004337849,0.0114309555,0.07575484,0.00005244287,0.00010228291,0.0008297516,0.0007370852,0.8450781,0.06402992,0.00030074865,0.0011407671,0.00010932221],"about_ca_topic_score_codex":0.002008229,"about_ca_topic_score_gemma":0.0018832575,"teacher_disagreement_score":0.002008229,"about_ca_system_score_codex":0.00009976226,"about_ca_system_score_gemma":0.00019056391,"threshold_uncertainty_score":0.0059478283},"labels":[],"label_agreement":null},{"id":"W2080019645","doi":"10.1016/j.jweia.2011.03.001","title":"Small wind turbine power control in intermittent wind gusts","year":2011,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind Energy Research and Development","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Turbine; Wind power; Marine engineering; Environmental science; Power (physics); Engineering; Meteorology; Aerospace engineering; Electrical engineering; Geography; Physics","score_opus":0.025823601997447126,"score_gpt":0.19112174951944275,"score_spread":0.16529814752199562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080019645","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.65784806,0.00035543664,0.33426818,0.00017973117,0.00029634117,0.000052888056,0.000043318265,0.00041004192,0.006545993],"genre_scores_gemma":[0.9978606,0.000018287095,0.0016538466,0.00000879435,0.000015348753,0.000006356178,0.0000065265617,0.0000074061923,0.00042282988],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992394,0.000016651065,0.0000071034174,0.000013550641,0.000023373317,0.000015305355],"domain_scores_gemma":[0.99963903,0.0002050754,0.00004272934,0.000029772904,0.000055340766,0.00002801155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020749713,0.00029450416,0.0004827425,0.00013493434,0.00028378755,0.00039037623,0.0002778349,0.000211143,0.0016854078],"category_scores_gemma":[0.0007132055,0.00014818212,0.00013133527,0.00011158764,0.0002881764,0.00033892383,0.0002775566,0.00030768322,0.000092087896],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003965176,0.0005554608,0.0048304885,0.0007262467,0.00015230633,0.0013445216,0.00044064992,0.46660957,0.2614253,0.012142975,0.0034429654,0.24436435],"study_design_scores_gemma":[0.000056792225,0.0004282622,0.0021642928,0.000005455702,0.000016455087,0.000058325444,0.00002756597,0.9906934,0.005192651,0.0010309959,0.0003200862,0.000005788339],"about_ca_topic_score_codex":0.0005585428,"about_ca_topic_score_gemma":0.0012492387,"teacher_disagreement_score":0.0016854078,"about_ca_system_score_codex":0.000093375194,"about_ca_system_score_gemma":0.000092777955,"threshold_uncertainty_score":0.005638242},"labels":[],"label_agreement":null},{"id":"W2081028379","doi":"10.1016/j.jweia.2011.01.019","title":"A parametric study of downburst line near-surface outflows","year":2011,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Meteorological Phenomena and Simulations","field":"Earth and Planetary Sciences","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Manitoba Hydro; Institute for Catastrophic Loss Reduction","keywords":"Outflow; Wind speed; Meteorology; Environmental science; Event (particle physics); Vortex; Line (geometry); Parametric statistics; Large eddy simulation; Mechanics; Atmospheric sciences; Geology; Turbulence; Physics; Geometry; Mathematics","score_opus":0.05918028385921294,"score_gpt":0.21413802822029804,"score_spread":0.15495774436108511,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081028379","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99105436,0.000039932947,0.0037580158,0.000058409772,0.0000149362195,0.000020483727,0.00008952233,0.000060487248,0.004903857],"genre_scores_gemma":[0.99921167,0.0000135729615,0.00031907993,0.000004070029,0.0000020906803,0.000004488489,0.000024522227,0.0000064480814,0.00041387044],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985206,0.0000404258,0.0000074367576,0.000024028684,0.000029138668,0.00004703525],"domain_scores_gemma":[0.99928313,0.000433675,0.000081017984,0.000065635024,0.00005578421,0.000080807404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027258022,0.0004038779,0.0005295673,0.0002669343,0.0005810673,0.0008768143,0.0007105915,0.0011347515,0.0020130246],"category_scores_gemma":[0.0015917503,0.00027093498,0.0005036478,0.00024811816,0.00069809833,0.00062141294,0.00075205456,0.00069370755,0.00012134166],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007252962,0.00044103237,0.012696101,0.00008674692,0.00004444658,0.0017732347,0.00038475235,0.9532559,0.020820156,0.0025978338,0.0005029971,0.006671631],"study_design_scores_gemma":[0.000045878816,0.00024315558,0.0039252094,0.000006855199,0.0000135360515,0.00011475104,0.00014327352,0.9930252,0.0019965242,0.00023633617,0.00023404032,0.00001529649],"about_ca_topic_score_codex":0.0038316515,"about_ca_topic_score_gemma":0.0019628063,"teacher_disagreement_score":0.0038316515,"about_ca_system_score_codex":0.00037935073,"about_ca_system_score_gemma":0.00032815005,"threshold_uncertainty_score":0.0076187253},"labels":[],"label_agreement":null},{"id":"W2083335342","doi":"10.1016/j.jweia.2009.10.006","title":"A 2-D numerical model of boundary-layer flow over single and multiple surface condition changes","year":2009,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Turbulence kinetic energy; Boundary layer; Turbulence; Mechanics; Dissipation; Surface roughness; Surface finish; Planetary boundary layer; Surface layer; Boundary value problem; Kinetic energy; Materials science; Classical mechanics; Thermodynamics; Physics; Mathematics; Layer (electronics); Mathematical analysis","score_opus":0.01950217774468292,"score_gpt":0.20717669556351773,"score_spread":0.18767451781883482,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083335342","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8010021,0.0005129011,0.15969633,0.0012923004,0.0003478352,0.00023314763,0.0015321705,0.0012001544,0.03418305],"genre_scores_gemma":[0.98438764,0.00013841703,0.0097214375,0.00009154016,0.000035842724,0.00011540594,0.00033618452,0.00006533775,0.0051081725],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983037,0.000043153257,0.00001253754,0.000044114888,0.00003778215,0.00003208952],"domain_scores_gemma":[0.9996458,0.00015624976,0.000038652517,0.000039357135,0.00006523455,0.000054786662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028231923,0.0007589531,0.0009653681,0.00044191885,0.00091675954,0.0013704951,0.0014752616,0.0033719316,0.002830187],"category_scores_gemma":[0.0012499344,0.0008091461,0.00075646344,0.000549376,0.0010459048,0.0012095862,0.0007940715,0.0009626366,0.00038720804],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037237834,0.000041092462,0.00049220835,0.000008223117,0.0000055907462,0.000044973385,0.000017710412,0.9964024,0.0012838994,0.0007096363,0.00013947957,0.00081753026],"study_design_scores_gemma":[0.000012520536,0.000008431783,0.00015814217,0.0000011536071,0.0000017491376,0.000003484648,0.000003994685,0.9994814,0.00014693622,0.00009396961,0.00008337903,0.000004792013],"about_ca_topic_score_codex":0.027963476,"about_ca_topic_score_gemma":0.010191164,"teacher_disagreement_score":0.027963476,"about_ca_system_score_codex":0.0010337633,"about_ca_system_score_gemma":0.0010533449,"threshold_uncertainty_score":0.055601418},"labels":[],"label_agreement":null},{"id":"W2083357404","doi":"10.1016/j.jweia.2008.01.007","title":"Experimental study on the wind-induced vibration of a dry inclined cable—Part II: Proposed mechanisms","year":2008,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Rowan Williams Davies & Irwin (Canada); University of Windsor","funders":"","keywords":"Wind tunnel; Vibration; Lift (data mining); Reynolds number; Mechanism (biology); Mechanics; Flow (mathematics); Structural engineering; Engineering; Cylinder; Turbulence; Physics; Acoustics; Computer science; Mechanical engineering","score_opus":0.029215193625174087,"score_gpt":0.21809128689151627,"score_spread":0.1888760932663422,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083357404","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929639,0.00007315569,0.005936978,0.000022935752,0.000024582076,0.000040574934,0.00008445276,0.000031380743,0.000822001],"genre_scores_gemma":[0.9980116,0.000051059502,0.0012202322,0.0000068808754,0.000010161044,0.000018653443,0.000059229213,0.000005132951,0.00061710685],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983335,0.000025580048,0.0000095425985,0.00003790171,0.00005617613,0.00003750272],"domain_scores_gemma":[0.9996275,0.00012360442,0.000048271326,0.000059588776,0.00008519351,0.000055882992],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025772146,0.00043059894,0.00030555364,0.00024426216,0.000521264,0.00015012428,0.00040248717,0.0004981238,0.004183471],"category_scores_gemma":[0.0004498518,0.00017316281,0.000289111,0.00015098203,0.00055562874,0.00036167592,0.00034319545,0.00038453742,0.0002770213],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013895094,0.0002523006,0.0027533087,0.0002089592,0.000015868261,0.00022953289,0.00020847889,0.0011927963,0.98678815,0.00031422742,0.00014978713,0.0064971554],"study_design_scores_gemma":[0.00054236,0.013333691,0.070868954,0.00007588188,0.00015130804,0.0013528434,0.0009652352,0.01940346,0.88967407,0.00047664836,0.0030735857,0.000081800674],"about_ca_topic_score_codex":0.00021886305,"about_ca_topic_score_gemma":0.00025333095,"teacher_disagreement_score":0.004183471,"about_ca_system_score_codex":0.000086898974,"about_ca_system_score_gemma":0.00014350993,"threshold_uncertainty_score":0.013995111},"labels":[],"label_agreement":null},{"id":"W2083488936","doi":"10.1016/s0167-6105(02)00155-1","title":"Interpolation of wind-induced pressure time series with an artificial neural network","year":2002,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":63,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Artificial neural network; Interpolation (computer graphics); Terrain; Series (stratigraphy); Robustness (evolution); Time series; Computer science; Algorithm; Artificial intelligence; Geology; Machine learning; Geography","score_opus":0.014786105858931682,"score_gpt":0.18471729515004565,"score_spread":0.16993118929111398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083488936","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34401584,0.00036113738,0.6504514,0.00015838476,0.00036026488,0.00008718056,0.00037801042,0.0019338432,0.0022539124],"genre_scores_gemma":[0.8756208,0.00017463138,0.12224542,0.00001571762,0.000044412012,0.000056790555,0.00037424016,0.00008281565,0.001385258],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998215,0.00004838104,0.000019218623,0.000046475434,0.00004339529,0.000021091128],"domain_scores_gemma":[0.9993106,0.00030044556,0.00006171975,0.00008891595,0.00021653659,0.000021775913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086178794,0.00042082067,0.00038975803,0.0007715318,0.0003670431,0.00046288062,0.0005700331,0.00061966997,0.0017202621],"category_scores_gemma":[0.003185963,0.00032657868,0.0005049976,0.0011597241,0.00021976074,0.00064166985,0.0002983806,0.0007500773,0.00031811753],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008032796,0.00020782788,0.0068542697,0.00014862126,0.00007785492,0.00012894448,0.00010476385,0.78815806,0.009590541,0.0016455573,0.00087049435,0.19140977],"study_design_scores_gemma":[0.0000062528557,0.000021482094,0.0010224778,0.0000040644522,0.000005729708,0.0000075384437,0.000004471767,0.9970644,0.0015501456,0.00012560443,0.000182676,0.000005121892],"about_ca_topic_score_codex":0.008015109,"about_ca_topic_score_gemma":0.006359092,"teacher_disagreement_score":0.008015109,"about_ca_system_score_codex":0.0003839519,"about_ca_system_score_gemma":0.00048760814,"threshold_uncertainty_score":0.015936911},"labels":[],"label_agreement":null},{"id":"W2084873087","doi":"10.1016/s0167-6105(01)00152-0","title":"Buffeting for 2D and 3D sharp-edged bluff bodies","year":2001,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University; Fluidigm (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bluff; Aeroelasticity; Aerodynamics; Wake; Reynolds number; Mechanics; Turbulence; Curvature; Flow (mathematics); Obstacle; Materials science; Physics; Geology; Geometry; Mathematics; Geography","score_opus":0.015301242131757186,"score_gpt":0.20456659224620616,"score_spread":0.18926535011444898,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084873087","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6569914,0.00088033994,0.32329535,0.0003760357,0.00038787542,0.00013684806,0.00022804564,0.00050879276,0.017195264],"genre_scores_gemma":[0.9793011,0.00021318173,0.015014996,0.00006391226,0.000057005058,0.000025866737,0.00020348889,0.000105616076,0.0050148265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996469,0.00008958913,0.000019652549,0.000042461972,0.00010823869,0.000093172785],"domain_scores_gemma":[0.9986966,0.0008082204,0.00010694236,0.00009681239,0.00016917326,0.00012231324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008510793,0.0007497097,0.0008431182,0.0011519766,0.0008472803,0.0017168092,0.0011182554,0.002607491,0.0064510475],"category_scores_gemma":[0.0043051117,0.00069559464,0.0009584041,0.0005363584,0.0013991165,0.0013536093,0.0018196979,0.0009708141,0.00056120584],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008538877,0.00019992782,0.0052549005,0.00017393303,0.00004936103,0.0012170098,0.00029132803,0.9302733,0.013744581,0.015847366,0.0012250475,0.030869411],"study_design_scores_gemma":[0.000015982743,0.000027154005,0.0010273217,0.000007765883,0.000004219275,0.00007738341,0.000040896975,0.9967758,0.00073467667,0.001075188,0.00019500068,0.000018663404],"about_ca_topic_score_codex":0.0028337121,"about_ca_topic_score_gemma":0.002306368,"teacher_disagreement_score":0.0064510475,"about_ca_system_score_codex":0.0003730354,"about_ca_system_score_gemma":0.00031310323,"threshold_uncertainty_score":0.021580875},"labels":[],"label_agreement":null},{"id":"W2087740252","doi":"10.1016/j.jweia.2011.01.003","title":"Near-field pollutant dispersion in the built environment by CFD and wind tunnel simulations","year":2011,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":108,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail; Concordia University","funders":"","keywords":"ASHRAE 90.1; Computational fluid dynamics; Wind tunnel; Environmental science; Pollutant; Plume; Dispersion (optics); Turbulence; Atmospheric dispersion modeling; Marine engineering; Meteorology; Engineering; Air pollution; Aerospace engineering; Geography; Physics; Chemistry","score_opus":0.01666757618985085,"score_gpt":0.1892943868763034,"score_spread":0.17262681068645255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087740252","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940579,0.00007580241,0.003130772,0.00006187349,0.000022469207,0.00002636519,0.00021617547,0.00009951846,0.0023090942],"genre_scores_gemma":[0.998126,0.000038884165,0.001066575,0.000008455394,0.0000069275,0.0000133707035,0.000120538716,0.000014230475,0.00060503685],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978906,0.00005468546,0.00001534923,0.000034307093,0.000052832846,0.000053845037],"domain_scores_gemma":[0.9992473,0.00038819655,0.00006503949,0.0000685917,0.00013345618,0.00009748558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042689466,0.00059754745,0.00086254824,0.0007371844,0.00092519005,0.00094606157,0.00081179675,0.0017355789,0.0011374744],"category_scores_gemma":[0.0013415477,0.00054808444,0.0008255262,0.0008714496,0.0008955047,0.0011243679,0.0006705074,0.0007347045,0.00015072254],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011193206,0.00013089004,0.0048600836,0.000016448512,0.000022478185,0.00011549463,0.000047022506,0.99155164,0.0010280028,0.0003805236,0.000118067415,0.0016174744],"study_design_scores_gemma":[0.0000354585,0.000045106037,0.002195942,0.000003896028,0.000007194803,0.000011045827,0.000039144426,0.99699485,0.00039382334,0.00017588495,0.00008178006,0.00001597449],"about_ca_topic_score_codex":0.06496992,"about_ca_topic_score_gemma":0.03086546,"teacher_disagreement_score":0.06496992,"about_ca_system_score_codex":0.00085386547,"about_ca_system_score_gemma":0.0010205135,"threshold_uncertainty_score":0.12918353},"labels":[],"label_agreement":null},{"id":"W2089665151","doi":"10.1016/j.jweia.2011.10.005","title":"The response of an overhead electrical power transmission line to two types of wind forcing","year":2011,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Centre for Energy Advancement through Technological Innovation","keywords":"Outflow; Forcing (mathematics); Wind shear; Meteorology; Aeroelasticity; Wind profile power law; Transmission line; Boundary layer; Geology; Wind speed; Atmospheric sciences; Mechanics; Physics; Engineering; Aerodynamics; Electrical engineering","score_opus":0.01532342814087024,"score_gpt":0.21953792967557179,"score_spread":0.20421450153470155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089665151","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99035114,0.00002190489,0.005015598,0.00016202574,0.000027173166,0.000027952783,0.00007418164,0.000115820534,0.0042041894],"genre_scores_gemma":[0.9991295,0.000008721373,0.00022816793,0.000012994387,0.000002181502,0.0000050185913,0.000023023074,0.000008148829,0.00058227417],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987936,0.000039768653,0.000005130776,0.000014695064,0.000028777795,0.00003235377],"domain_scores_gemma":[0.999008,0.000676035,0.00006232427,0.00004956434,0.00010952822,0.0000945948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002074469,0.0002832564,0.00028020964,0.00021537284,0.00034412905,0.0003310428,0.00024252794,0.000981291,0.002950285],"category_scores_gemma":[0.0019551625,0.00016749727,0.0002792554,0.00012720571,0.00042557126,0.00022603058,0.00026594894,0.0005027259,0.00025373875],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0046173446,0.00047893723,0.01716233,0.00027443052,0.00012981292,0.0051028007,0.00090492575,0.62980074,0.32131767,0.0024415283,0.0016259208,0.016143508],"study_design_scores_gemma":[0.0001309458,0.0010264933,0.03407144,0.000024999503,0.00003556349,0.0005147503,0.0005252426,0.94557667,0.016796226,0.00066371594,0.00058065227,0.000053327796],"about_ca_topic_score_codex":0.0018097664,"about_ca_topic_score_gemma":0.0012709014,"teacher_disagreement_score":0.002950285,"about_ca_system_score_codex":0.00019506777,"about_ca_system_score_gemma":0.00013174543,"threshold_uncertainty_score":0.009869695},"labels":[],"label_agreement":null},{"id":"W2089815451","doi":"10.1016/j.jweia.2007.06.050","title":"Correlation of CFD predictions and wind tunnel measurements of mean and unsteady wind loads on a large optical telescope","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aerodynamics and Fluid Dynamics Research","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Herzberg Institute of Astrophysics","funders":"","keywords":"Wind tunnel; Computational fluid dynamics; Telescope; Mechanics; Physics; Wind engineering; Meteorology; Marine engineering; Environmental science; Aerospace engineering; Engineering; Optics","score_opus":0.025109325387867573,"score_gpt":0.23874705288551556,"score_spread":0.21363772749764798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089815451","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99855477,0.000011078355,0.0007768393,0.000019552659,0.000005500216,0.0000040738514,0.00011800245,0.00006415866,0.0004460711],"genre_scores_gemma":[0.9994703,0.0000073961,0.0002413606,0.0000027566712,0.0000015496446,0.0000024411438,0.000119743265,0.0000073669844,0.0001469943],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983084,0.000019325586,0.000010530191,0.000037198286,0.000061151535,0.000040936462],"domain_scores_gemma":[0.99873465,0.00064815365,0.00010055036,0.00012213454,0.00029981683,0.00009472164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035853626,0.00030496955,0.00032407264,0.00055305456,0.0005910486,0.0005953381,0.00031729485,0.00055600435,0.00083496457],"category_scores_gemma":[0.0014951107,0.0003762166,0.00031500595,0.0003905577,0.00040507768,0.0005774606,0.00037622126,0.0005604465,0.00023954455],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015318928,0.0009610973,0.6631598,0.00006610708,0.00012298209,0.0011075421,0.00065061834,0.13886482,0.16726519,0.00056621607,0.0013492721,0.024354422],"study_design_scores_gemma":[0.00003230713,0.00022336884,0.83248556,0.0000068817603,0.000020104957,0.00014625769,0.00020806926,0.15512088,0.011219604,0.00012852646,0.00036603797,0.000042441978],"about_ca_topic_score_codex":0.010098478,"about_ca_topic_score_gemma":0.0137574645,"teacher_disagreement_score":0.010098478,"about_ca_system_score_codex":0.0005772386,"about_ca_system_score_gemma":0.0005301698,"threshold_uncertainty_score":0.020079434},"labels":[],"label_agreement":null},{"id":"W2090628020","doi":"10.1016/j.jweia.2007.01.007","title":"The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 3. Internal pressures","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":114,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Aerodynamics; NIST; Wind tunnel; Wind engineering; Wind direction; Internal pressure; Mechanics; Environmental science; Meteorology; Geology; Engineering; Structural engineering; Wind speed; Computer science; Materials science; Physics","score_opus":0.00960507867078345,"score_gpt":0.22044838612684428,"score_spread":0.21084330745606084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2090628020","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10938434,0.0049059475,0.045057252,0.0013723628,0.003027388,0.00084911834,0.7410495,0.006498184,0.08785581],"genre_scores_gemma":[0.22881965,0.0026877488,0.03443057,0.00040029848,0.0009156477,0.00085320487,0.71163,0.0014319227,0.018831031],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.99480325,0.00037865728,0.00050936127,0.0002833017,0.0036865363,0.00033898008],"domain_scores_gemma":[0.99256366,0.0005094541,0.0005075263,0.0010901546,0.0048838123,0.0004455145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028048947,0.0014168115,0.0016932059,0.008979324,0.0016986374,0.0019865902,0.002193096,0.0010307255,0.008440565],"category_scores_gemma":[0.007326041,0.00066920754,0.0009988643,0.007319129,0.00024094914,0.001539399,0.002735014,0.0009790163,0.0082058],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00056597695,0.0009338665,0.12408325,0.0012409268,0.00033211423,0.00021366969,0.0002609375,0.0151514,0.0094255125,0.0033138688,0.50760716,0.3368713],"study_design_scores_gemma":[0.00010072145,0.00038312052,0.31353912,0.00064445473,0.00038324445,0.00034249327,0.00038113227,0.03221486,0.016882733,0.0033142206,0.63159376,0.00022018603],"about_ca_topic_score_codex":0.056327395,"about_ca_topic_score_gemma":0.064797744,"teacher_disagreement_score":0.056327395,"about_ca_system_score_codex":0.0009645011,"about_ca_system_score_gemma":0.004837931,"threshold_uncertainty_score":0.111999094},"labels":[],"label_agreement":null},{"id":"W2092318292","doi":"10.1016/j.jweia.2006.07.002","title":"Numerical simulations of impinging jets with application to downbursts","year":2006,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":221,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Reynolds number; Mechanics; Boundary layer; Jet (fluid); Meteorology; Physics; Vortex; Instability; Flow separation; Thunderstorm; Flow (mathematics); Turbulence; Geology","score_opus":0.005856462765268516,"score_gpt":0.1916867451334327,"score_spread":0.18583028236816418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2092318292","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9662791,0.0005681032,0.020015731,0.00042347287,0.00022486207,0.000113172384,0.00029089826,0.0005143204,0.011570288],"genre_scores_gemma":[0.9948256,0.00016337642,0.0037291655,0.00003356372,0.000026178468,0.000032328193,0.00012013121,0.00006108122,0.0010086868],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968743,0.0000741194,0.000031746145,0.000035847475,0.00008618336,0.00008479454],"domain_scores_gemma":[0.9969398,0.0019064451,0.00024631398,0.00016639168,0.00041361465,0.00032746771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062498706,0.0010478407,0.0016568296,0.00092904764,0.0010702249,0.0019624252,0.0016802322,0.0025954428,0.0029831156],"category_scores_gemma":[0.004789738,0.0007335585,0.0008119394,0.0012336862,0.0013688412,0.000879194,0.0012575956,0.0015126718,0.0002152304],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021145858,0.00014962361,0.0035343166,0.00005264911,0.000023366732,0.00037712388,0.00013992375,0.9878472,0.0027474605,0.0010311679,0.00031039212,0.003575146],"study_design_scores_gemma":[0.000030906216,0.000044949793,0.00064832886,0.0000049075597,0.000005208693,0.000015703157,0.000037967973,0.99842453,0.0005321254,0.00014427278,0.0001047346,0.0000063422053],"about_ca_topic_score_codex":0.018593818,"about_ca_topic_score_gemma":0.007401497,"teacher_disagreement_score":0.018593818,"about_ca_system_score_codex":0.0009178105,"about_ca_system_score_gemma":0.0008036458,"threshold_uncertainty_score":0.03697115},"labels":[],"label_agreement":null},{"id":"W2093294912","doi":"10.1016/j.jweia.2007.06.039","title":"Tip vortex structure for a circular cylinder with a free end","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Cylinder; Vortex; Wake; Boundary layer; Reynolds number; Mechanics; Physics; Vortex shedding; Downwash; Vorticity; Boundary layer thickness; Horseshoe vortex; Geometry; Turbulence; Mathematics","score_opus":0.008289202691554065,"score_gpt":0.1871482856581031,"score_spread":0.17885908296654904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093294912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90029067,0.00050174777,0.07186851,0.00060757814,0.00026142827,0.00009817848,0.00011435331,0.00022542695,0.026032101],"genre_scores_gemma":[0.9931272,0.00006280382,0.0029862851,0.000031789383,0.000042247484,0.000017088127,0.000044828932,0.000029279945,0.0036583655],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986327,0.000023481147,0.0000063243747,0.000021006734,0.000051777515,0.000034152654],"domain_scores_gemma":[0.9995784,0.00009143422,0.0000655065,0.000033310585,0.00012908688,0.00010225938],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030195518,0.000489129,0.0006802846,0.0011148184,0.000895972,0.0012273816,0.00085563894,0.0021907226,0.002791739],"category_scores_gemma":[0.00094446563,0.00028396564,0.00037690872,0.00032213755,0.0013666117,0.0008449012,0.0008771711,0.0005395128,0.00048615088],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030140406,0.0007777291,0.00800705,0.00035166167,0.00010536371,0.008632033,0.0007077513,0.5018879,0.17708468,0.2603032,0.0059716147,0.033156954],"study_design_scores_gemma":[0.00007663677,0.00022706312,0.002111281,0.000012669964,0.000011628996,0.00041160468,0.000113031856,0.98445535,0.0034070387,0.008467448,0.0006686303,0.000037591522],"about_ca_topic_score_codex":0.000840456,"about_ca_topic_score_gemma":0.00039148773,"teacher_disagreement_score":0.002791739,"about_ca_system_score_codex":0.00045928312,"about_ca_system_score_gemma":0.0005976548,"threshold_uncertainty_score":0.009339273},"labels":[],"label_agreement":null},{"id":"W2094110655","doi":"10.1016/j.jweia.2014.08.012","title":"A robust method to estimate the variation of the vortex shedding frequency with the location of a single spanwise tripwire for circular cylinders in subcritical flow","year":2014,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Strouhal number; Reynolds number; Vortex shedding; Cylinder; Mathematics; Mechanics; Boundary layer; Geometry; Vortex; Stagnation point; Physics; Turbulence","score_opus":0.015426515363646833,"score_gpt":0.22921315640883008,"score_spread":0.21378664104518325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094110655","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013926493,0.00013072364,0.9854431,0.000031809257,0.000031729607,0.000020409749,0.00003487638,0.0002168232,0.0001640635],"genre_scores_gemma":[0.4289421,0.00027506505,0.5678447,0.0000631569,0.0001190599,0.0001747707,0.00035811545,0.0001636162,0.0020595065],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99955636,0.00009933991,0.000025830102,0.00013354915,0.00015036372,0.00003446818],"domain_scores_gemma":[0.998389,0.00082835834,0.00027395473,0.00013670506,0.00031621673,0.00005572228],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010874738,0.0009064677,0.0010183826,0.0006944749,0.00041136038,0.0005530896,0.0011999947,0.0012921165,0.0010184306],"category_scores_gemma":[0.0038877106,0.0006879964,0.0006791768,0.00042958237,0.0006397256,0.0007188075,0.000807337,0.000985242,0.00034337514],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00058643334,0.00017771035,0.0019428459,0.00028994583,0.00022760681,0.00014863642,0.00011402231,0.6266102,0.092571065,0.005866042,0.0014678593,0.2699976],"study_design_scores_gemma":[0.000007152669,0.00003293499,0.00031217077,0.0000035672754,0.000006348431,0.000016003603,0.0000030794597,0.9966273,0.0025853117,0.00023054962,0.00016483961,0.000010758103],"about_ca_topic_score_codex":0.0040795966,"about_ca_topic_score_gemma":0.00384052,"teacher_disagreement_score":0.0040795966,"about_ca_system_score_codex":0.00041381424,"about_ca_system_score_gemma":0.00094885944,"threshold_uncertainty_score":0.008111715},"labels":[],"label_agreement":null},{"id":"W2095370543","doi":"10.1016/j.jweia.2007.02.015","title":"Wind force coefficients for designing free-standing canopy roofs","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; Western University","funders":"Concordia University; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Roof; Wind engineering; Wind direction; Structural engineering; Wind profile power law; Wind force; Wind speed; Environmental science; Geology; Meteorology; Engineering; Physics","score_opus":0.016614630471007353,"score_gpt":0.2161421994231855,"score_spread":0.19952756895217813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095370543","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25391144,0.00045185492,0.7235115,0.00009675255,0.000067410125,0.00018809423,0.0001651368,0.00033158474,0.021276254],"genre_scores_gemma":[0.8912744,0.0002973706,0.10580259,0.000017838645,0.000012412286,0.0001302063,0.00013690133,0.00010300422,0.0022251683],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998611,0.000020508136,0.000006073118,0.000010984681,0.00008115303,0.000020095044],"domain_scores_gemma":[0.99973696,0.0000951192,0.000028972778,0.000016792257,0.000107952874,0.000014145004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003095619,0.0005516893,0.00041869032,0.00044849663,0.00041410152,0.0005192328,0.0006316903,0.0005089049,0.0021634847],"category_scores_gemma":[0.0011358134,0.00034929672,0.00042755256,0.00023260387,0.00017566048,0.00043411725,0.00025933128,0.00042081103,0.00045578228],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008668237,0.00014260384,0.0023121813,0.00031119515,0.000025623942,0.00019779331,0.00012787021,0.81300825,0.07482036,0.007051523,0.0016822151,0.1002336],"study_design_scores_gemma":[0.000031150736,0.00016415183,0.0018139575,0.000057435132,0.00003124207,0.000095560354,0.00014336311,0.9759413,0.018607544,0.0007867642,0.0023085615,0.000018937479],"about_ca_topic_score_codex":0.0020878888,"about_ca_topic_score_gemma":0.0051197517,"teacher_disagreement_score":0.0021634847,"about_ca_system_score_codex":0.00025226944,"about_ca_system_score_gemma":0.00060729496,"threshold_uncertainty_score":0.007237613},"labels":[],"label_agreement":null},{"id":"W2099455924","doi":"10.1016/j.jweia.2007.01.013","title":"CFD evaluation of wind speed conditions in passages between parallel buildings—effect of wall-function roughness modifications for the atmospheric boundary layer flow","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":463,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Computational fluid dynamics; Fluent; Venturi effect; Wind tunnel; Mechanics; Boundary layer; Planetary boundary layer; Wind speed; CFD in buildings; Flow (mathematics); Computer simulation; Surface roughness; Meteorology; Environmental science; Marine engineering; Simulation; Engineering; Materials science; Mechanical engineering; Physics; Inlet; Composite material","score_opus":0.027465468198702107,"score_gpt":0.2615287450170509,"score_spread":0.23406327681834882,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2099455924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923787,0.00012565362,0.005387103,0.000046349516,0.000040180388,0.000027016591,0.00011968098,0.00008100677,0.0017942375],"genre_scores_gemma":[0.9981987,0.000038515518,0.0013435713,0.0000038616313,0.000006223955,0.0000054536677,0.000068096284,0.000013899506,0.00032173478],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997764,0.00006378814,0.000018413677,0.00003114326,0.00006233439,0.00004799807],"domain_scores_gemma":[0.9986534,0.00079439254,0.00009812503,0.000097380725,0.00027375354,0.00008284433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044492036,0.00042148528,0.00078921294,0.00051095826,0.0006391637,0.0006836988,0.00041338682,0.0008773144,0.0013676807],"category_scores_gemma":[0.0022315874,0.00034618762,0.0006874652,0.00040015517,0.00059816084,0.00049474894,0.0003026648,0.0004272087,0.00016826934],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001722674,0.00040005267,0.024496442,0.00022040428,0.00006301213,0.0009693604,0.00027875157,0.85135823,0.10020811,0.0009973551,0.00062652514,0.0186591],"study_design_scores_gemma":[0.00007565265,0.00027142194,0.016269863,0.000014261069,0.00003575828,0.000085500666,0.000097857555,0.9598388,0.022863628,0.00010282747,0.0003110586,0.00003336079],"about_ca_topic_score_codex":0.011140904,"about_ca_topic_score_gemma":0.0069523198,"teacher_disagreement_score":0.011140904,"about_ca_system_score_codex":0.00050664315,"about_ca_system_score_gemma":0.00062612974,"threshold_uncertainty_score":0.022152126},"labels":[],"label_agreement":null},{"id":"W2121857149","doi":"10.1016/j.jweia.2003.07.001","title":"Field measurement data of wind loads on rainscreen walls","year":2003,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Wind engineering; Full scale; Engineering; Scale (ratio); Marine engineering; Structural engineering; Field (mathematics); Environmental science; Civil engineering; Meteorology; Geography; Mathematics; Cartography","score_opus":0.04715201274806413,"score_gpt":0.22311403173655173,"score_spread":0.1759620189884876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121857149","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99727076,0.000021539863,0.0013212942,0.0000068699146,0.0000063780253,0.000020170477,0.00045660374,0.000074530944,0.0008217618],"genre_scores_gemma":[0.9987814,0.000024791594,0.000372279,0.0000043903974,0.0000040580694,0.000014231239,0.0005095259,0.000008384181,0.00028093855],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996916,0.000030863972,0.000018147732,0.000060408733,0.00013936267,0.000059663398],"domain_scores_gemma":[0.9989812,0.00035594872,0.00009251495,0.00011270301,0.0003482599,0.00010940982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032532975,0.00034814543,0.0004452057,0.00066787057,0.00056508207,0.00025734727,0.0003271826,0.0005448265,0.0016781577],"category_scores_gemma":[0.0005955921,0.0002453089,0.00020386404,0.0004962225,0.00026374328,0.00035276567,0.00020373135,0.00039017867,0.0005105941],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003928589,0.0016192663,0.2240975,0.00031489282,0.000079108846,0.0007004142,0.000965281,0.014187014,0.6809855,0.00022979926,0.0021827712,0.07070979],"study_design_scores_gemma":[0.00014223579,0.001587876,0.8620887,0.000029388595,0.00007767188,0.0003402089,0.0005561557,0.014807734,0.11838861,0.00012652054,0.0018111133,0.000043748976],"about_ca_topic_score_codex":0.0019704998,"about_ca_topic_score_gemma":0.002978847,"teacher_disagreement_score":0.0019704998,"about_ca_system_score_codex":0.00016327808,"about_ca_system_score_gemma":0.00016435195,"threshold_uncertainty_score":0.0056140423},"labels":[],"label_agreement":null},{"id":"W2157355448","doi":"10.1016/j.jweia.2007.02.028","title":"Numerical modeling of passive scalar dispersion in an urban canopy layer","year":2007,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Turbulence; Scalar (mathematics); Mechanics; Dispersion (optics); Dissipation; Turbulent diffusion; Convection–diffusion equation; Mean flow; TRACER; Environmental science; Mathematics; Physics; Meteorology; Geometry; Optics; Thermodynamics","score_opus":0.014564263928455919,"score_gpt":0.21396646554463972,"score_spread":0.1994022016161838,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2157355448","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92733926,0.0003839244,0.06055779,0.00031499745,0.00008953464,0.00004763691,0.00011389965,0.00019707627,0.010955885],"genre_scores_gemma":[0.995729,0.00008207265,0.0026502374,0.000015283982,0.000016530214,0.000008815499,0.000026604159,0.000012155299,0.0014592663],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989724,0.000027151664,0.0000068483278,0.000017794307,0.000025712217,0.000025239775],"domain_scores_gemma":[0.99967563,0.00014722794,0.000045586476,0.000024580007,0.00006941079,0.000037528607],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027413483,0.00042852122,0.00052574143,0.00041666403,0.00069274835,0.0009410425,0.0007413752,0.0010997547,0.0007918069],"category_scores_gemma":[0.0008911573,0.00040085864,0.00033356802,0.00044507266,0.0008537613,0.00076568185,0.0005816336,0.00048061027,0.00011013251],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060384005,0.000078102035,0.002019378,0.000019750642,0.000013511195,0.00010990523,0.000054606957,0.9880824,0.0041934745,0.0027793352,0.00015252343,0.002436576],"study_design_scores_gemma":[0.0000077728655,0.000009242177,0.00031758688,0.0000013266695,0.0000021943786,0.0000065029626,0.000010763577,0.99920017,0.00022665135,0.00015916512,0.000055075652,0.0000036680124],"about_ca_topic_score_codex":0.01344846,"about_ca_topic_score_gemma":0.0064581083,"teacher_disagreement_score":0.01344846,"about_ca_system_score_codex":0.00078889675,"about_ca_system_score_gemma":0.0005572804,"threshold_uncertainty_score":0.026740313},"labels":[],"label_agreement":null},{"id":"W2260514781","doi":"10.1016/j.jweia.2016.01.003","title":"Application of statistical models to predict roof edge suctions based on wind speed","year":2016,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Gumbel distribution; Roof; Extreme value theory; Wind engineering; Structural engineering; Generalized extreme value distribution; Gaussian; Mathematics; Engineering; Statistics; Physics","score_opus":0.014780992012371673,"score_gpt":0.20570257752755183,"score_spread":0.19092158551518015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2260514781","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7564622,0.00022977701,0.24039301,0.00015863166,0.00006848745,0.00003691743,0.00026378455,0.0008923495,0.0014948767],"genre_scores_gemma":[0.99407935,0.000058829148,0.0054522185,0.0000075790567,0.000015286712,0.000019108884,0.00010233874,0.000027350607,0.0002380121],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997743,0.00006601628,0.000019179906,0.00003824637,0.00007367627,0.00002859755],"domain_scores_gemma":[0.99739254,0.0017210688,0.00027251398,0.00014770616,0.00041433796,0.000051817216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009064677,0.00056106335,0.0006713284,0.0007910161,0.00044293507,0.0007368574,0.0005781168,0.0006702755,0.00039628267],"category_scores_gemma":[0.00359109,0.00057870586,0.0007013709,0.00064125715,0.0003092106,0.000770595,0.00031170546,0.00055522955,0.00018554763],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026779684,0.000040756215,0.005428216,0.000009571356,0.000024978723,0.000014218501,0.000009551168,0.9862786,0.00093085953,0.0004058492,0.00010359536,0.006727214],"study_design_scores_gemma":[9.3825304e-7,0.000005527714,0.00062270137,5.003968e-7,0.0000017857187,0.0000016225047,0.0000013299513,0.99907315,0.00018379286,0.000095798736,0.000010776331,0.0000021215058],"about_ca_topic_score_codex":0.009738422,"about_ca_topic_score_gemma":0.008305003,"teacher_disagreement_score":0.009738422,"about_ca_system_score_codex":0.0005049921,"about_ca_system_score_gemma":0.0008051382,"threshold_uncertainty_score":0.019363463},"labels":[],"label_agreement":null},{"id":"W2279348442","doi":"10.1016/j.jweia.2016.02.004","title":"Analysis of energy dissipation and turbulence kinetic energy using high frequency data for wind energy applications","year":2016,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Energy Load and Power Forecasting","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Consejo Nacional de Ciencia y Tecnología; Secretaría de Educación Pública","keywords":"Dissipation; Turbulence kinetic energy; Kinetic energy; Turbulence; Energy (signal processing); Wind power; Physics; Mechanics; Environmental science; Classical mechanics; Engineering; Thermodynamics; Electrical engineering","score_opus":0.023526764181368863,"score_gpt":0.22009018992446217,"score_spread":0.1965634257430933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2279348442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95350033,0.00025535998,0.04424635,0.00009737297,0.000048058984,0.000018932826,0.00039733434,0.00018876782,0.0012473199],"genre_scores_gemma":[0.9924689,0.00010231668,0.0066638603,0.0000046460004,0.000015384627,0.000007413053,0.00033663274,0.000024124947,0.00037665502],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998696,0.000028584189,0.000010998704,0.000019242196,0.000052088773,0.000019571125],"domain_scores_gemma":[0.99913627,0.0005211107,0.000059724214,0.00008142696,0.00017141123,0.000030179943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003346239,0.00037489051,0.00024784912,0.001091867,0.00031933904,0.00046310216,0.0002380169,0.00043974438,0.0007293852],"category_scores_gemma":[0.0017643883,0.00022490819,0.00037034298,0.0009267724,0.00015725143,0.0008551784,0.00015586236,0.00042674615,0.0002207526],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012554302,0.0007044401,0.10681398,0.00024052226,0.0001693868,0.00052987697,0.00017216043,0.55409837,0.09652148,0.0024703366,0.001783508,0.23524047],"study_design_scores_gemma":[0.000009590261,0.00006761741,0.05092865,0.000008030397,0.000020107962,0.00004230929,0.00004036584,0.94277096,0.0055018216,0.00031000297,0.00028498823,0.000015659185],"about_ca_topic_score_codex":0.0038038907,"about_ca_topic_score_gemma":0.005379802,"teacher_disagreement_score":0.0038038907,"about_ca_system_score_codex":0.00016800158,"about_ca_system_score_gemma":0.00020427401,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W2298351336","doi":"10.1016/j.jweia.2016.02.007","title":"Minimizing errors in interpolated discrete stochastic wind fields","year":2016,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Energy Load and Power Forecasting","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Interpolation (computer graphics); Discretization; Turbulence; Wind speed; Sampling (signal processing); Grid; Computation; Linear interpolation; Turbine; Mathematics; Applied mathematics; Computer science; Meteorology; Algorithm; Mathematical analysis; Engineering; Filter (signal processing); Geometry; Physics; Aerospace engineering","score_opus":0.012876953861677498,"score_gpt":0.19943834077172606,"score_spread":0.18656138691004856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2298351336","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11086115,0.000259926,0.8871541,0.0002947941,0.00011531209,0.00002276853,0.00009335961,0.00016998441,0.0010286039],"genre_scores_gemma":[0.7839187,0.00034643436,0.21092112,0.00008992643,0.00014106349,0.00007295936,0.0004120907,0.00019642635,0.0039013063],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994474,0.00023428611,0.000036937003,0.00010942623,0.00012577957,0.000046171037],"domain_scores_gemma":[0.99233866,0.006328312,0.00037345744,0.0002457631,0.00053401117,0.00017985317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026566717,0.0007109884,0.0010173885,0.0006392417,0.00027912602,0.0011497944,0.0011979851,0.0017705677,0.0013625142],"category_scores_gemma":[0.011416526,0.00075724314,0.00054179237,0.00068465795,0.0011098608,0.0015754424,0.0012065431,0.0012851732,0.00015333034],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006709828,0.000022103,0.00038554403,0.000037558653,0.000016547345,0.000020619837,0.000017742519,0.98790866,0.0006434531,0.004342283,0.00015332943,0.0063851816],"study_design_scores_gemma":[0.0000029218677,0.0000059381587,0.000037006612,0.0000019242486,9.608631e-7,0.0000020663201,0.0000014495212,0.9990426,0.00014867485,0.0007258768,0.000029283381,0.0000013175342],"about_ca_topic_score_codex":0.0064967372,"about_ca_topic_score_gemma":0.0042041,"teacher_disagreement_score":0.0064967372,"about_ca_system_score_codex":0.0010443516,"about_ca_system_score_gemma":0.0009934921,"threshold_uncertainty_score":0.014049947},"labels":[],"label_agreement":null},{"id":"W2334717097","doi":"10.1016/j.jweia.2016.03.009","title":"A numerical approach to the investigation of wind loading on an array of ground mounted solar photovoltaic (PV) panels","year":2016,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":150,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Centres of Excellence","keywords":"Wind tunnel; Aerodynamics; Wake; Wind gradient; Reynolds-averaged Navier–Stokes equations; Planetary boundary layer; Meteorology; Turbulence; Wind speed; Wind profile power law; Geology; Mechanics; Physics","score_opus":0.021057435998122976,"score_gpt":0.2079623925086413,"score_spread":0.1869049565105183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334717097","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74833477,0.000556453,0.19751307,0.00086239754,0.0003331158,0.00024666553,0.00019381393,0.00023610593,0.05172359],"genre_scores_gemma":[0.98266464,0.00016214968,0.013331699,0.000049245642,0.00003678643,0.000065841916,0.000036290166,0.000027369284,0.0036259936],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986887,0.000039385443,0.0000067376372,0.000014016446,0.000048988404,0.000021936881],"domain_scores_gemma":[0.9996636,0.00017607897,0.000040968313,0.0000270657,0.00006794421,0.00002433787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023207975,0.0003476443,0.00049193774,0.0004591754,0.0007320613,0.00082377146,0.0005860896,0.0012197306,0.0026348298],"category_scores_gemma":[0.0012855747,0.00033477452,0.0004942135,0.00039413787,0.0008568779,0.0004588475,0.00050445256,0.00058768975,0.00019702301],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005162886,0.000116932206,0.0013651354,0.000049865434,0.000018290506,0.00031970616,0.0000619911,0.97686005,0.010778282,0.00394444,0.000284727,0.0061488748],"study_design_scores_gemma":[0.000005657948,0.000021706514,0.00036635192,0.0000029344847,0.000001996288,0.00002117949,0.000025321833,0.99872166,0.00040685202,0.00030086414,0.000121836325,0.0000035618982],"about_ca_topic_score_codex":0.0038491017,"about_ca_topic_score_gemma":0.0028707695,"teacher_disagreement_score":0.0038491017,"about_ca_system_score_codex":0.00035078436,"about_ca_system_score_gemma":0.00052546937,"threshold_uncertainty_score":0.008814335},"labels":[],"label_agreement":null},{"id":"W2412970050","doi":"10.1016/j.jweia.2016.05.008","title":"Mean pressure distributions and reattachment lengths for roof-separation bubbles on low-rise buildings","year":2016,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":76,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Turbulence; Roof; Turbulence kinetic energy; Mechanics; Boundary layer; Particle image velocimetry; Aerodynamics; Intensity (physics); Bubble; Flow separation; Materials science; Geology; Meteorology; Physics; Structural engineering; Optics; Engineering","score_opus":0.010823758507350605,"score_gpt":0.2288344603931416,"score_spread":0.218010701885791,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2412970050","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99900323,0.000033072716,0.0005546141,0.000008504825,0.0000022567458,0.0000027603119,0.000086923865,0.00003361722,0.0002750112],"genre_scores_gemma":[0.9997315,0.0000071576837,0.00010022246,0.0000010053463,0.0000013628617,0.0000015773988,0.00007325778,0.0000056415183,0.00007833216],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998388,0.00001648162,0.0000066201833,0.00003600624,0.00003605613,0.000065917746],"domain_scores_gemma":[0.99892396,0.0005456287,0.00009831734,0.000049323426,0.0002670848,0.00011565792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003061555,0.0002211516,0.00046568047,0.00078608526,0.0005277278,0.00061836676,0.0005345165,0.0005079502,0.0022722029],"category_scores_gemma":[0.001270933,0.00022354761,0.00033090965,0.00033072324,0.00042785404,0.00060078537,0.0003289783,0.00049790024,0.00032143315],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.006831263,0.00075258187,0.4297665,0.00024341192,0.00018896852,0.0021354707,0.0026458767,0.13399003,0.34976092,0.003047948,0.0016855773,0.06895142],"study_design_scores_gemma":[0.000051265186,0.000598876,0.71475464,0.000023126959,0.000065408414,0.00019336524,0.0011565239,0.22940539,0.052808654,0.0003838011,0.00046739023,0.00009163802],"about_ca_topic_score_codex":0.0076463553,"about_ca_topic_score_gemma":0.005470522,"teacher_disagreement_score":0.0076463553,"about_ca_system_score_codex":0.0004991569,"about_ca_system_score_gemma":0.00022043144,"threshold_uncertainty_score":0.015203714},"labels":[],"label_agreement":null},{"id":"W2521237722","doi":"10.1016/j.jweia.2016.08.011","title":"Comparison of wind tunnel and on site measurements for urban wind energy estimation of potential yield","year":2016,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":66,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Yarmouk University; Concordia University","keywords":"Terrain; Wind tunnel; Upstream (networking); Wind speed; Wind gradient; Wind power; Homogeneity (statistics); Wind profile power law; Meteorology; Environmental science; Roughness length; Planetary boundary layer; Wind direction; Boundary layer; Engineering; Mathematics; Geography; Statistics; Aerospace engineering","score_opus":0.031741724687737005,"score_gpt":0.23019068746975394,"score_spread":0.19844896278201693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2521237722","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9909704,0.000036766814,0.0066161966,0.000009255423,0.000012591517,0.000021410355,0.0008890042,0.0001334766,0.0013108318],"genre_scores_gemma":[0.99661094,0.000027314973,0.0023776072,0.0000044586895,0.0000036368108,0.000018399418,0.0007019606,0.000023905384,0.00023168976],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996971,0.00006036466,0.000024880483,0.0000737088,0.00010820542,0.00003571297],"domain_scores_gemma":[0.99916065,0.00024197942,0.0000645499,0.00008715571,0.00040962527,0.000036009416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059183215,0.000602076,0.00039071764,0.0007065675,0.00028139804,0.00051124254,0.00048052485,0.0006800791,0.0009279767],"category_scores_gemma":[0.001078878,0.0002725906,0.00027335293,0.0008975916,0.00014685692,0.00066808064,0.00023706928,0.00027780494,0.0003626796],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021335545,0.0012604754,0.5192349,0.0004402725,0.0002800447,0.0004798209,0.00095600035,0.076520376,0.2857168,0.00051318307,0.0018312659,0.1106333],"study_design_scores_gemma":[0.000103762926,0.0007082418,0.7759156,0.00005088957,0.00016279257,0.00026079072,0.0006240063,0.17321838,0.04682911,0.00021459027,0.0018411059,0.00007072125],"about_ca_topic_score_codex":0.0043682656,"about_ca_topic_score_gemma":0.010634118,"teacher_disagreement_score":0.0043682656,"about_ca_system_score_codex":0.00016310613,"about_ca_system_score_gemma":0.00027345354,"threshold_uncertainty_score":0.008685708},"labels":[],"label_agreement":null},{"id":"W2586710063","doi":"10.1016/j.jweia.2017.02.007","title":"An analytical model for the fluctuating wind velocity spectra of a moving vehicle","year":2017,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aerodynamics and Fluid Dynamics Research","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Power Generation","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China; Fundamental Research Funds for the Central Universities; National Science Foundation","keywords":"Wind speed; Aerodynamics; Superposition principle; Parametric statistics; Aerodynamic force; Spectral line; Physics; Wind profile power law; Crosswind; Meteorology; Mechanics; Mathematics","score_opus":0.04166399234178243,"score_gpt":0.2788538726027524,"score_spread":0.23718988026097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2586710063","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.037139963,0.000638876,0.9426183,0.0003752486,0.00021802682,0.000052877393,0.00013816677,0.00028729494,0.018531296],"genre_scores_gemma":[0.9436724,0.0007804446,0.030261999,0.00014745469,0.00015707598,0.000110165594,0.0001799575,0.00017158814,0.02451902],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998443,0.000033240285,0.0000069342796,0.000029618031,0.000062562554,0.000023291132],"domain_scores_gemma":[0.99976975,0.00007131688,0.000030627816,0.000019998137,0.00009088025,0.000017386054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031670852,0.00071767677,0.0005752128,0.0006981389,0.00057483604,0.0009180707,0.0013768624,0.0015318963,0.0022352831],"category_scores_gemma":[0.0011370698,0.00039682744,0.00066352816,0.0006093459,0.0007345207,0.0012896612,0.0005526893,0.0008696185,0.00071761553],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016818673,0.00002190913,0.00032044065,0.00004325128,0.000013985251,0.00023394961,0.00007647825,0.9517512,0.0046775155,0.036160666,0.0007769243,0.0059069507],"study_design_scores_gemma":[0.0000011059033,0.000003795995,0.00004655781,0.000002326612,0.0000017549029,0.00002095527,0.0000071716795,0.99781907,0.000104839026,0.0017646209,0.00022423193,0.0000035898174],"about_ca_topic_score_codex":0.005854835,"about_ca_topic_score_gemma":0.00361812,"teacher_disagreement_score":0.005854835,"about_ca_system_score_codex":0.0006343255,"about_ca_system_score_gemma":0.00069973816,"threshold_uncertainty_score":0.011641502},"labels":[],"label_agreement":null},{"id":"W2612496963","doi":"10.1016/j.jweia.2017.04.003","title":"A method for improving the dynamic response of full bridge reduced-scale models in aeroelastic wind tunnel tests by using optimization algorithms","year":2017,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Aeroelasticity; Bridge (graph theory); Wind tunnel; Modal; Structural engineering; Scale model; Component (thermodynamics); Deck; Engineering; Scale (ratio); Process (computing); Dynamic testing; Tower; Full scale; Aerodynamics; Algorithm; Computer science; Aerospace engineering","score_opus":0.024614994104802515,"score_gpt":0.25944177532019164,"score_spread":0.23482678121538914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2612496963","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01979097,0.00008416903,0.9776088,0.000070921305,0.00003654565,0.000051141385,0.000037977734,0.0005105745,0.0018087926],"genre_scores_gemma":[0.3404486,0.0001576199,0.65506804,0.00009086594,0.000046669917,0.00032729385,0.00017047409,0.0005251715,0.0031653354],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998543,0.00005261289,0.000008576221,0.000021845288,0.00004614748,0.00001649908],"domain_scores_gemma":[0.99958676,0.00021079389,0.00004494846,0.000049978684,0.000090339316,0.0000172549],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006171583,0.0009451763,0.00073950324,0.0004188861,0.00038072275,0.00046683894,0.0007222243,0.0009729929,0.001882926],"category_scores_gemma":[0.0016433462,0.0005641263,0.00064615865,0.00028495392,0.00033260076,0.0007929289,0.00066995074,0.00091887097,0.00043988173],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004116039,0.000100181605,0.00020972558,0.00005528323,0.000028188077,0.000023771763,0.000026690888,0.950219,0.0074645868,0.0018100186,0.00059816317,0.039423335],"study_design_scores_gemma":[0.0000037363131,0.000010764959,0.00003255002,0.0000015326766,0.000001986168,0.0000024166554,0.0000016998464,0.99914455,0.0004914585,0.00015164958,0.00015551849,0.0000022023823],"about_ca_topic_score_codex":0.0030777652,"about_ca_topic_score_gemma":0.0028963224,"teacher_disagreement_score":0.0030777652,"about_ca_system_score_codex":0.0002511662,"about_ca_system_score_gemma":0.0005999597,"threshold_uncertainty_score":0.0062990785},"labels":[],"label_agreement":null},{"id":"W2755242794","doi":"10.1016/j.jweia.2017.09.010","title":"Novel techniques in wind engineering","year":2017,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Canada Foundation for Innovation","keywords":"Mesoscale meteorology; Microscale chemistry; Context (archaeology); Wind engineering; Meteorology; Computer science; Scale (ratio); Wind power; Geology; Marine engineering; Engineering; Geography; Mathematics; Cartography","score_opus":0.016114585296475997,"score_gpt":0.21180348694721876,"score_spread":0.19568890165074276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2755242794","genre_codex":"methods","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013799779,0.013643482,0.9085452,0.0011609779,0.0020813758,0.00007780615,0.000068743095,0.00029205272,0.06033044],"genre_scores_gemma":[0.20930353,0.020444246,0.6787314,0.00051930116,0.0024544208,0.00025442397,0.0001389885,0.0002779358,0.08787579],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99966764,0.000082181796,0.00002170837,0.000062935775,0.00014335822,0.000022149665],"domain_scores_gemma":[0.99971646,0.00010448409,0.000025359992,0.000065810185,0.000064923304,0.000022913813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044385644,0.0008139081,0.0006060232,0.0012839076,0.0007245237,0.0010822894,0.00084701634,0.0009970517,0.006180457],"category_scores_gemma":[0.0009903569,0.00043727562,0.0006771687,0.00080545363,0.001406775,0.002816127,0.0016301468,0.0021031327,0.0022701824],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004740836,0.0001056983,0.00024574957,0.0004269907,0.000044793094,0.00020490734,0.00027972122,0.0061008027,0.042122725,0.7516844,0.0060206247,0.1927161],"study_design_scores_gemma":[0.000050910927,0.00021405805,0.00088064827,0.0002502895,0.000055146153,0.0018249406,0.0001959095,0.10442754,0.019032681,0.6704209,0.20255505,0.00009197869],"about_ca_topic_score_codex":0.00019690584,"about_ca_topic_score_gemma":0.0003325634,"teacher_disagreement_score":0.006180457,"about_ca_system_score_codex":0.00030333904,"about_ca_system_score_gemma":0.00028993355,"threshold_uncertainty_score":0.020675719},"labels":[],"label_agreement":null},{"id":"W2756856468","doi":"10.1016/j.jweia.2017.09.013","title":"Effects of turbulence on the mean pressure field in the separated-reattaching flow above a low-rise building","year":2017,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Institute for Catastrophic Loss Reduction","keywords":"Turbulence; Mechanics; Particle image velocimetry; Turbulence kinetic energy; Mean flow; Pressure gradient; Boundary layer; Pressure coefficient; Bubble; K-epsilon turbulence model; Physics; Geology; Materials science","score_opus":0.008562229058766609,"score_gpt":0.21678508317595438,"score_spread":0.20822285411718777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2756856468","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99866104,0.00003502154,0.000440349,0.000039241833,0.000014676612,0.0000067319115,0.000034283818,0.000038882758,0.0007297338],"genre_scores_gemma":[0.9997123,0.000011473102,0.00008371736,0.000004994286,0.000003961067,0.000001826826,0.000019467921,0.000005315107,0.00015698382],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997986,0.000040433817,0.0000101349515,0.000031211774,0.000035207653,0.00008443872],"domain_scores_gemma":[0.9990853,0.00048530332,0.000053174885,0.000045683857,0.00013162919,0.00019895573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030494484,0.00039999973,0.0006377201,0.00058158144,0.0010618253,0.00111881,0.00041798345,0.0007690276,0.0017233128],"category_scores_gemma":[0.0014912516,0.00037501435,0.0006042338,0.0003614055,0.0016483268,0.0006175201,0.0005954301,0.0011641341,0.00019852389],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.013026767,0.0025972214,0.09515649,0.00026169015,0.00019254848,0.0066181286,0.0020352527,0.3736711,0.4638273,0.004379855,0.0014389707,0.03679465],"study_design_scores_gemma":[0.00043694966,0.0028163632,0.4079191,0.00003787094,0.00019148667,0.00045188185,0.0012565431,0.5340543,0.051209297,0.00076860946,0.00060413306,0.00025354256],"about_ca_topic_score_codex":0.015748274,"about_ca_topic_score_gemma":0.0075691883,"teacher_disagreement_score":0.015748274,"about_ca_system_score_codex":0.0006836369,"about_ca_system_score_gemma":0.00082942523,"threshold_uncertainty_score":0.03131318},"labels":[],"label_agreement":null},{"id":"W2775975670","doi":"10.1016/j.jweia.2017.11.007","title":"Parametric study of the dual vertical axis wind turbine using CFD","year":2017,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind Energy Research and Development","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vertical axis wind turbine; Airfoil; Turbine; Computational fluid dynamics; Tip-speed ratio; Aerodynamics; Turbine blade; Sensitivity (control systems); Wind power; Marine engineering; Parametric statistics; Range (aeronautics); Aerospace engineering; Engineering; Mathematics","score_opus":0.036884679554791355,"score_gpt":0.24463114063367852,"score_spread":0.20774646107888717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2775975670","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9483635,0.00024719973,0.027464835,0.0001871454,0.00007306178,0.00006146437,0.0002790685,0.00016880063,0.023154905],"genre_scores_gemma":[0.99742293,0.000038638867,0.0015994029,0.000004934317,0.000004144984,0.00001061957,0.000035646917,0.000009293753,0.00087446475],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980694,0.000043830292,0.000010603674,0.000027607271,0.000073200456,0.000037798673],"domain_scores_gemma":[0.99953854,0.00025297955,0.000052280117,0.00007060519,0.00005664366,0.000028995719],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033685484,0.00044016843,0.00055510754,0.00041192464,0.00057669746,0.00081167254,0.0006283185,0.00089572824,0.0030821415],"category_scores_gemma":[0.0008823587,0.00030809944,0.0005327112,0.0004168492,0.0007555903,0.0005658093,0.0006025732,0.00042990356,0.00020227037],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038588658,0.00017853675,0.0035060416,0.00018608151,0.000029664918,0.0013294355,0.0002149766,0.94094926,0.03660586,0.003661927,0.00071209104,0.012240217],"study_design_scores_gemma":[0.000037721875,0.00022224017,0.004046818,0.000014588542,0.00001744833,0.00025658114,0.00011768782,0.9880555,0.005758996,0.0005355699,0.0009072506,0.000029574034],"about_ca_topic_score_codex":0.0016627786,"about_ca_topic_score_gemma":0.0011197062,"teacher_disagreement_score":0.0030821415,"about_ca_system_score_codex":0.00015431922,"about_ca_system_score_gemma":0.0003610651,"threshold_uncertainty_score":0.010310829},"labels":[],"label_agreement":null},{"id":"W2781811060","doi":"10.1016/j.jweia.2017.12.016","title":"A novel wake model for wind farm design on complex terrains","year":2018,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind Energy Research and Development","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Wake; Computational fluid dynamics; Terrain; Computation; Computer science; Turbine; Marine engineering; Simulation; Aerospace engineering; Engineering; Algorithm","score_opus":0.08633635420179342,"score_gpt":0.25194774431108846,"score_spread":0.16561139010929504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2781811060","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011736022,0.00016222747,0.9818242,0.000100967074,0.000092107955,0.00005702616,0.00007046608,0.00024903682,0.005707932],"genre_scores_gemma":[0.7869129,0.00051602296,0.19437994,0.0001597882,0.00014177538,0.00040164695,0.00027903507,0.00025456396,0.016954238],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999136,0.000020686357,0.0000053296294,0.000012304793,0.00003541701,0.000012607529],"domain_scores_gemma":[0.9998691,0.000041414707,0.000015468935,0.000012149398,0.000048347643,0.000013468385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021421268,0.0006011145,0.0006973575,0.00029242813,0.00037716283,0.0005296935,0.0008876722,0.0012277687,0.003448509],"category_scores_gemma":[0.00054739375,0.00040288098,0.00054001005,0.00024666966,0.00028510665,0.00073351205,0.00066014915,0.00069949817,0.00068824756],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018632314,0.000029859746,0.00016496213,0.000039500435,0.000009189905,0.000055002143,0.000016765718,0.9834675,0.0031857903,0.0026511324,0.00048910093,0.009872517],"study_design_scores_gemma":[0.0000034932707,0.0000074235613,0.000019293873,0.0000013009133,0.0000013910784,0.0000036437932,0.0000020301895,0.9993808,0.00007117277,0.00027424493,0.00023396507,0.0000012316965],"about_ca_topic_score_codex":0.0024264283,"about_ca_topic_score_gemma":0.0039061238,"teacher_disagreement_score":0.003448509,"about_ca_system_score_codex":0.00020506787,"about_ca_system_score_gemma":0.0005493841,"threshold_uncertainty_score":0.011536419},"labels":[],"label_agreement":null},{"id":"W2793069278","doi":"10.1016/j.jweia.2018.01.003","title":"Wind turbine designs for urban applications: A case study of shrouded diffuser casing for turbines","year":2018,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":108,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Wind power; Marine engineering; Computational fluid dynamics; Turbine; Shroud; Diffuser (optics); Airflow; Engineering; Renewable energy; Environmental science; Mechanical engineering; Aerospace engineering","score_opus":0.03411127327338917,"score_gpt":0.250636658045746,"score_spread":0.2165253847723568,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2793069278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9796587,0.00016301604,0.012746165,0.00010188411,0.000018793287,0.00014779218,0.00012554471,0.00011983721,0.0069181924],"genre_scores_gemma":[0.9879745,0.00010384983,0.009063768,0.000007260933,0.0000035361556,0.00002164694,0.00006626269,0.0000333815,0.0027258068],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994504,0.0001698022,0.00002689676,0.00006840684,0.00019382924,0.00009064083],"domain_scores_gemma":[0.9991605,0.00038978798,0.000072635856,0.00011333831,0.00019372054,0.00007006732],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072996545,0.0006645265,0.00060857163,0.000537901,0.0015800934,0.0012429713,0.0008163902,0.0015704458,0.0020592904],"category_scores_gemma":[0.0013114861,0.00039344223,0.00059278286,0.0006356539,0.00068735116,0.00066807045,0.00033481282,0.00046853774,0.00049777515],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00072610786,0.0012549608,0.035963617,0.00071673637,0.00011950818,0.013003743,0.0015008203,0.7886606,0.06755904,0.00682547,0.005126585,0.078542925],"study_design_scores_gemma":[0.00031694112,0.0031715382,0.05361202,0.00009677005,0.000267453,0.0048572198,0.0070257,0.8360738,0.06434909,0.0036453458,0.026403753,0.00018033168],"about_ca_topic_score_codex":0.0056925584,"about_ca_topic_score_gemma":0.030838998,"teacher_disagreement_score":0.0056925584,"about_ca_system_score_codex":0.0007896556,"about_ca_system_score_gemma":0.00084810134,"threshold_uncertainty_score":0.011318862},"labels":[],"label_agreement":null},{"id":"W2793251970","doi":"10.1016/j.jweia.2018.01.045","title":"Aerodynamics of a stay cable with helical fillets - Part I: Stability and load characteristics","year":2018,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Mechanics; Aerodynamics; Fillet (mechanics); Turbulence; Boundary layer; Laminar flow; Stagnation point; Vibration; Reynolds number; Flow (mathematics); Structural engineering; Geology; Physics; Engineering; Acoustics; Heat transfer","score_opus":0.01244448645587939,"score_gpt":0.18469806215696977,"score_spread":0.17225357570109037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2793251970","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9792723,0.00008833446,0.014633316,0.00009677857,0.000019197578,0.000018512872,0.00009446243,0.00008286164,0.0056942995],"genre_scores_gemma":[0.99714017,0.0000318503,0.00057719724,0.000007816284,0.0000102199765,0.0000055621463,0.000052766132,0.000016740689,0.0021577347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991965,0.000013190726,0.0000027526448,0.000012418584,0.000030503557,0.000021419382],"domain_scores_gemma":[0.99975866,0.000083904204,0.000039193466,0.000016499136,0.00005401327,0.00004775632],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014973,0.0003207227,0.00030869574,0.00037304964,0.0005874909,0.0004076516,0.00032343462,0.00060304,0.002604991],"category_scores_gemma":[0.00041762143,0.0001272574,0.0002859241,0.00029629475,0.00066777226,0.00042308928,0.00038010316,0.0002560533,0.00032712644],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022127628,0.00025890957,0.029974667,0.00017268113,0.00006088694,0.0037431896,0.00097647356,0.47748622,0.43747106,0.010255094,0.0031623296,0.03422567],"study_design_scores_gemma":[0.00008272185,0.0014602785,0.046143174,0.000028915349,0.00003383924,0.0010405148,0.0013675041,0.91640586,0.029754495,0.0011379538,0.00248242,0.00006231311],"about_ca_topic_score_codex":0.002949435,"about_ca_topic_score_gemma":0.0013529203,"teacher_disagreement_score":0.002949435,"about_ca_system_score_codex":0.00034017436,"about_ca_system_score_gemma":0.00032904194,"threshold_uncertainty_score":0.008714557},"labels":[],"label_agreement":null},{"id":"W2796351760","doi":"10.1016/j.jweia.2018.03.013","title":"Improved assessment of wind-driven rain on building façade based on ISO standard with high-resolution on-site weather data","year":2018,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University; Boston College","keywords":"Environmental science; Meteorology; Building envelope; Envelope (radar); Wind speed; Wind direction; Engineering; Geography; Aerospace engineering","score_opus":0.015603466077811193,"score_gpt":0.23414932061242325,"score_spread":0.21854585453461206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2796351760","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9730037,0.00018925915,0.021003578,0.000023973576,0.000037327412,0.00007073636,0.0018266179,0.00065029215,0.0031945556],"genre_scores_gemma":[0.98828006,0.000077235476,0.009827067,0.000007631764,0.000011049715,0.00002048577,0.0014562602,0.00005095755,0.00026918523],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9994143,0.0000887179,0.00004110441,0.00013310794,0.0002323878,0.00009036655],"domain_scores_gemma":[0.99897647,0.00013964175,0.00009856905,0.0001448954,0.00055873214,0.00008168342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00093473855,0.0006985232,0.0006268982,0.0022006982,0.00024531453,0.00071522256,0.00061608513,0.0005681447,0.00097389723],"category_scores_gemma":[0.0011926151,0.00032721693,0.00056188105,0.0017116814,0.00017345118,0.0008693214,0.00048188327,0.00028776296,0.00040996767],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008795039,0.00055654184,0.56801546,0.000466569,0.00041019463,0.0005685555,0.00057523453,0.14008966,0.11241459,0.00042050358,0.0019395485,0.17366368],"study_design_scores_gemma":[0.00004198787,0.00014146723,0.7095249,0.0000332519,0.00018004289,0.000098925855,0.0002267013,0.2791803,0.009222069,0.00015081975,0.0011464278,0.0000531592],"about_ca_topic_score_codex":0.010445145,"about_ca_topic_score_gemma":0.022465896,"teacher_disagreement_score":0.010445145,"about_ca_system_score_codex":0.0002580251,"about_ca_system_score_gemma":0.0004607609,"threshold_uncertainty_score":0.020768702},"labels":[],"label_agreement":null},{"id":"W2804549690","doi":"10.1016/j.jweia.2018.01.044","title":"Aerodynamics of a stay cable with helical fillets - Part II: Fluctuating load and wake characteristics","year":2018,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Strouhal number; Wake; Reynolds number; Mechanics; Vortex shedding; Lift (data mining); Physics; Boundary layer; Water tunnel; Vortex; Kármán vortex street; Flapping; Flow separation; Acoustics; Engineering; Structural engineering; Computer science","score_opus":0.00875928316543978,"score_gpt":0.18101614108421746,"score_spread":0.17225685791877768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804549690","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9736578,0.000105924635,0.020414472,0.000112001064,0.00003088686,0.000021934107,0.00008996277,0.00008370208,0.0054832785],"genre_scores_gemma":[0.99716824,0.00003396575,0.00064100954,0.000008556976,0.000012028813,0.0000060086186,0.000047282683,0.00001759022,0.0020653517],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999256,0.000011317155,0.0000025273237,0.000010078645,0.000026853864,0.00002366338],"domain_scores_gemma":[0.9997942,0.00006676713,0.000029106377,0.000014264594,0.000040323313,0.000055435677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013254948,0.0003210736,0.00035536016,0.00036182627,0.00055795774,0.00042243602,0.00033345039,0.0005806324,0.002067475],"category_scores_gemma":[0.0004029993,0.00014891515,0.00030641453,0.00030764978,0.0007206193,0.00047359554,0.00042118988,0.00030812796,0.00022941659],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013845053,0.00024102649,0.02616582,0.00013068272,0.000051361494,0.0050060158,0.0006867401,0.691026,0.23559032,0.010245429,0.0028283542,0.026643727],"study_design_scores_gemma":[0.00004644687,0.0006558856,0.03187354,0.00001648904,0.000018602104,0.00067744503,0.0008318309,0.9542631,0.009510712,0.0010018764,0.0010596038,0.00004443138],"about_ca_topic_score_codex":0.0025917052,"about_ca_topic_score_gemma":0.0016002198,"teacher_disagreement_score":0.0025917052,"about_ca_system_score_codex":0.00031231734,"about_ca_system_score_gemma":0.00036157918,"threshold_uncertainty_score":0.006916404},"labels":[],"label_agreement":null},{"id":"W2887105690","doi":"10.1016/j.jweia.2018.07.021","title":"Comparative study of discretization method and Monte Carlo method for wind farm layout optimization under Weibull distribution","year":2018,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind Energy Research and Development","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Department of Education and Training; China Postdoctoral Science Foundation; Jiangsu University; National Natural Science Foundation of China; Queensland University of Technology","keywords":"Weibull distribution; Discretization; Monte Carlo method; Wind power; Turbine; Wind speed; Discretization of continuous features; Power (physics); Mathematical optimization; Computer science; Engineering; Mathematics; Meteorology; Statistics; Physics; Aerospace engineering; Electrical engineering; Discretization error","score_opus":0.029259566642300838,"score_gpt":0.28838344024126367,"score_spread":0.25912387359896283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2887105690","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17997213,0.0019237496,0.80611527,0.00034319193,0.00016930328,0.00007895515,0.00013290718,0.00048364743,0.010780888],"genre_scores_gemma":[0.85228837,0.0005108689,0.14538366,0.00008492586,0.000042905307,0.00007851968,0.000109045286,0.000114619455,0.0013871654],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99950373,0.00026507696,0.000017657147,0.00004295975,0.00012375224,0.000046814614],"domain_scores_gemma":[0.99594927,0.003304857,0.00014715805,0.00016566865,0.00036716383,0.000065894295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011009496,0.0004071782,0.0008307256,0.00062490016,0.00040973813,0.00052134454,0.0007418858,0.0009087936,0.0021829437],"category_scores_gemma":[0.0034778407,0.00033794125,0.0006249344,0.00086653244,0.00029030888,0.00077515014,0.00037954483,0.00058022386,0.00013701087],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000066129534,0.000055451248,0.0007316191,0.000066443645,0.000026725143,0.000024464196,0.000024231718,0.9756579,0.000618149,0.0019314175,0.00034161826,0.020455867],"study_design_scores_gemma":[0.00000440482,0.000016211887,0.0001381704,0.0000033037804,0.000004375179,0.000006776332,0.0000074622585,0.99940157,0.000106683205,0.0002248357,0.00008378541,0.0000024413484],"about_ca_topic_score_codex":0.008529854,"about_ca_topic_score_gemma":0.008499529,"teacher_disagreement_score":0.008529854,"about_ca_system_score_codex":0.00055536855,"about_ca_system_score_gemma":0.00092722644,"threshold_uncertainty_score":0.016960382},"labels":[],"label_agreement":null},{"id":"W2888179010","doi":"10.1016/j.jweia.2018.08.006","title":"On the aerodynamic performance of crosswind kite power systems","year":2018,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aerospace Engineering and Energy Systems","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Concordia University; Sharif University of Technology; Victoria University; University of Victoria","keywords":"Crosswind; Kite; Aerodynamics; Mechanics; Wind power; Computational fluid dynamics; Wind speed; Control theory (sociology); Marine engineering; Physics; Engineering; Meteorology; Mathematics; Computer science; Geometry; Electrical engineering","score_opus":0.00937404361553185,"score_gpt":0.1739254922794407,"score_spread":0.16455144866390886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2888179010","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9924779,0.000121207486,0.0020255584,0.00007761319,0.000021345275,0.0000075007756,0.00005337533,0.0000183346,0.0051971204],"genre_scores_gemma":[0.99934953,0.000029001101,0.00010693341,0.0000047625886,0.0000031174602,0.0000010515214,0.000036034227,0.0000035731562,0.0004660377],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982136,0.00005906708,0.000008490013,0.000018217997,0.000040785504,0.000052143765],"domain_scores_gemma":[0.99921036,0.0005105781,0.00004554927,0.000040765946,0.0001546574,0.000038124974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048369874,0.00031886538,0.00034196844,0.0003230562,0.00036002568,0.0006353741,0.00013535575,0.00037560487,0.0032984696],"category_scores_gemma":[0.0015500851,0.00013487852,0.00019011198,0.00024706792,0.0002786089,0.0005906268,0.00043099833,0.00037218895,0.000315246],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014227198,0.00017692892,0.01690719,0.00014721624,0.00011383467,0.00060264906,0.00022118246,0.9169872,0.031012844,0.0037334652,0.0014092638,0.027265482],"study_design_scores_gemma":[0.00003393452,0.00096916227,0.046827745,0.000027246593,0.000040975727,0.00014381565,0.00039237094,0.9405551,0.008979671,0.0010407749,0.00095199636,0.000037076858],"about_ca_topic_score_codex":0.0028545652,"about_ca_topic_score_gemma":0.0025404596,"teacher_disagreement_score":0.0032984696,"about_ca_system_score_codex":0.00023419164,"about_ca_system_score_gemma":0.00012803565,"threshold_uncertainty_score":0.011034429},"labels":[],"label_agreement":null},{"id":"W2889637175","doi":"10.1016/j.jweia.2018.08.012","title":"Probabilistic serviceability-performance assessment of tall mass-timber buildings subjected to stochastic wind loads: Part I - structural design and wind tunnel testing","year":2018,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations; University of British Columbia, Okanagan Campus; University of British Columbia; Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; FPInnovations","keywords":"Serviceability (structure); Structural engineering; Engineering; Wind engineering; Wind tunnel; Cross laminated timber; Tuned mass damper; Deflection (physics); Structural load; Aerospace engineering","score_opus":0.020685089199955504,"score_gpt":0.22267254474839024,"score_spread":0.20198745554843472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889637175","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99127495,0.000023622837,0.0077966633,0.000017092192,0.0000028719421,0.000014125226,0.00007616112,0.000028320439,0.00076623994],"genre_scores_gemma":[0.9991027,0.000009344878,0.00069166155,0.0000015522512,8.194389e-7,0.0000058158175,0.00004539857,0.0000048982315,0.00013787957],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960464,0.000099801466,0.000024620304,0.000046392473,0.00014248888,0.00008200219],"domain_scores_gemma":[0.9988147,0.00071280083,0.000159802,0.00008591929,0.00015755017,0.00006923616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010639855,0.0006423846,0.00047242572,0.0006918062,0.0004038675,0.00039079943,0.0007150103,0.00087999477,0.0011398423],"category_scores_gemma":[0.0017685705,0.0003985095,0.0006272206,0.0004297864,0.00069125916,0.00047053027,0.00042458702,0.0002814619,0.00012254585],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017663058,0.00009266699,0.0055144047,0.000021581367,0.000010838235,0.00009554976,0.000054224314,0.97743225,0.012331343,0.00041833342,0.00005010536,0.0038019544],"study_design_scores_gemma":[0.000009667351,0.00030981714,0.012344802,0.0000037928146,0.000012715943,0.000042947875,0.0000720612,0.98319757,0.0036987884,0.00024277439,0.000051094758,0.000013994877],"about_ca_topic_score_codex":0.0052898778,"about_ca_topic_score_gemma":0.0071761133,"teacher_disagreement_score":0.0052898778,"about_ca_system_score_codex":0.0005437461,"about_ca_system_score_gemma":0.0006050314,"threshold_uncertainty_score":0.010518193},"labels":[],"label_agreement":null},{"id":"W2895639068","doi":"10.1016/j.jweia.2018.09.017","title":"Evaluating wind-driven natural ventilation potential for early building design","year":2018,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Natural ventilation; Ventilation (architecture); Computational fluid dynamics; Marine engineering; Natural (archaeology); Environmental science; Architectural engineering; Engineering; Mechanical engineering; Geology; Aerospace engineering","score_opus":0.03169247354931237,"score_gpt":0.2616103589267064,"score_spread":0.22991788537739405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2895639068","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9873674,0.000078935605,0.010266521,0.000011700918,0.00000585601,0.00002837338,0.00008725426,0.000044028024,0.002109962],"genre_scores_gemma":[0.99854434,0.000011178594,0.0012563944,8.3860243e-7,5.5689134e-7,0.00000732927,0.00003280906,0.000005427828,0.00014118492],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997794,0.000070157934,0.000010980923,0.000024461933,0.00008436023,0.000030632258],"domain_scores_gemma":[0.9987627,0.00088457693,0.00006305211,0.000062249695,0.00017935273,0.000048092195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005627949,0.00049261627,0.00034595185,0.00070088374,0.0002788845,0.00060780765,0.00046524475,0.00061636354,0.0015938666],"category_scores_gemma":[0.0024440715,0.00027395535,0.00042667374,0.00024347857,0.00016981039,0.000678408,0.00027846044,0.0002518172,0.00018084556],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00086929585,0.00030206158,0.018746365,0.00013851747,0.00004401549,0.00015450972,0.00006225812,0.9008925,0.041071933,0.00048606982,0.000120711586,0.037111823],"study_design_scores_gemma":[0.000020966892,0.00063865824,0.011812057,0.000008723646,0.000028916491,0.000030874817,0.000056457116,0.9694043,0.01766068,0.00018203526,0.00014185224,0.00001445777],"about_ca_topic_score_codex":0.002305235,"about_ca_topic_score_gemma":0.0046954053,"teacher_disagreement_score":0.002305235,"about_ca_system_score_codex":0.0004091464,"about_ca_system_score_gemma":0.00039585924,"threshold_uncertainty_score":0.005331993},"labels":[],"label_agreement":null},{"id":"W2902005811","doi":"10.1016/j.jweia.2018.11.020","title":"Transient behavior in impinging jets in crossflow with application to downburst flows","year":2018,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wind Energy Institute of Canada","funders":"Iowa State University; Texas Tech University","keywords":"Transient (computer programming); Thunderstorm; Outflow; Mechanics; Jet (fluid); Meteorology; Wake; Boundary layer; Wind speed; Physics; Geology","score_opus":0.00840298142052082,"score_gpt":0.20850860235466365,"score_spread":0.20010562093414283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902005811","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96509516,0.0005091835,0.030300776,0.00011579792,0.00005759955,0.000046091023,0.00004702156,0.00023792594,0.0035904234],"genre_scores_gemma":[0.9980312,0.00013602427,0.0013716124,0.0000063195084,0.00001327525,0.0000063408675,0.000024418996,0.000020444459,0.0003902115],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998915,0.000029480272,0.000009903797,0.00002004042,0.000023665438,0.000025389794],"domain_scores_gemma":[0.9988367,0.00080294674,0.00007767056,0.00007712045,0.0001342813,0.00007131449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040091402,0.00039932292,0.000451839,0.0006608155,0.0005721252,0.0011931349,0.0004579932,0.0008319439,0.0010554806],"category_scores_gemma":[0.0023179087,0.0001926396,0.00041164417,0.00057850813,0.0007197113,0.0006725294,0.0005404514,0.0005714657,0.00009815835],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002272757,0.0011779176,0.05062211,0.00043509156,0.000079031386,0.005642186,0.00246024,0.46504673,0.34027776,0.017930934,0.0012908856,0.11276426],"study_design_scores_gemma":[0.000027747072,0.000185391,0.010867926,0.000014236514,0.000017825554,0.00021548619,0.0002470015,0.97094846,0.016321087,0.00077353744,0.0003625243,0.000018859868],"about_ca_topic_score_codex":0.0026551322,"about_ca_topic_score_gemma":0.0007771379,"teacher_disagreement_score":0.0026551322,"about_ca_system_score_codex":0.00037151377,"about_ca_system_score_gemma":0.00023114495,"threshold_uncertainty_score":0.005279362},"labels":[],"label_agreement":null},{"id":"W2908474913","doi":"10.1016/j.jweia.2018.12.013","title":"Numerical tornado modeling for common interpretation of experimental simulators","year":2019,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Oceanic and Atmospheric Administration; Natural Sciences and Engineering Research Council of Canada; Texas Tech University","keywords":"Tornado; Vortex; Computer simulation; Simulation; Flow (mathematics); Engineering; Mechanics; Aerospace engineering; Computer science; Meteorology; Physics","score_opus":0.011676744577600744,"score_gpt":0.22076935077882925,"score_spread":0.20909260620122852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2908474913","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0103318915,0.00009760019,0.9734105,0.00015560185,0.00016919554,0.00013043357,0.0005292769,0.0022349332,0.012940621],"genre_scores_gemma":[0.56434363,0.0003894891,0.41949585,0.000113172064,0.00012181557,0.0008261046,0.0012790267,0.00208089,0.011349957],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997094,0.0001028526,0.000030891788,0.00003323758,0.00009853898,0.000024994899],"domain_scores_gemma":[0.99919003,0.00020788828,0.000058583086,0.00028189263,0.00023701366,0.000024529649],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073218095,0.00080202165,0.0005761363,0.00057435816,0.00065808906,0.0013697357,0.002024674,0.001119727,0.010218031],"category_scores_gemma":[0.0031366497,0.00039152394,0.00071702566,0.0004969742,0.0006113482,0.0011627072,0.0012141312,0.001158414,0.0014745052],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000066672896,0.00009387718,0.00068961515,0.00015667899,0.000025896315,0.00022426734,0.00023661295,0.84027076,0.0073415837,0.12103308,0.004015665,0.025845222],"study_design_scores_gemma":[0.000015573216,0.000015735435,0.00013708818,0.00001995777,0.000006103546,0.000025671658,0.000038669557,0.9793665,0.0014312105,0.009916577,0.009016401,0.000010503895],"about_ca_topic_score_codex":0.0038423687,"about_ca_topic_score_gemma":0.0031400002,"teacher_disagreement_score":0.010218031,"about_ca_system_score_codex":0.0004056078,"about_ca_system_score_gemma":0.0009000148,"threshold_uncertainty_score":0.034182668},"labels":[],"label_agreement":null},{"id":"W2913645336","doi":"10.1016/j.jweia.2019.01.009","title":"The effect of aspect ratio on the aerodynamic forces and bending moment for a surface-mounted finite-height cylinder","year":2019,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Strouhal number; Aerodynamic force; Wake; Drag; Vortex shedding; Mechanics; Cylinder; Bending moment; Vortex; Physics; Moment (physics); Drag coefficient; Boundary layer; Wind tunnel; Aerodynamics; Aspect ratio (aeronautics); Kármán vortex street; Geometry; Classical mechanics; Mathematics; Reynolds number; Turbulence; Thermodynamics","score_opus":0.007447620223691739,"score_gpt":0.2038963589225517,"score_spread":0.19644873869885995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2913645336","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99532914,0.00020609087,0.002450353,0.000040510047,0.000017935452,0.0000048069555,0.00003995589,0.00007920046,0.0018320796],"genre_scores_gemma":[0.99955624,0.00002881042,0.00022971851,0.0000033298393,0.000002959672,8.541595e-7,0.000013796825,0.000008053253,0.00015616963],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985945,0.000024839237,0.000007902891,0.00001849649,0.000051645544,0.000037686084],"domain_scores_gemma":[0.9988931,0.0007665325,0.00011467533,0.000046803772,0.00012187559,0.00005712025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026509885,0.0002720197,0.00038647748,0.00035715193,0.00030446233,0.0003548471,0.0003738421,0.0004968302,0.0019269566],"category_scores_gemma":[0.0014949512,0.00018860996,0.00033388173,0.0001744623,0.00037604664,0.00029886945,0.00016307052,0.00017295573,0.000195158],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004819182,0.00024616273,0.009851972,0.0003036339,0.00007593512,0.0015846227,0.00023610322,0.24361907,0.70602024,0.0017560928,0.00061691704,0.03087009],"study_design_scores_gemma":[0.00012219738,0.0021979532,0.056553073,0.000034665212,0.00016346594,0.0006647623,0.00024420163,0.70983124,0.22875984,0.00041678688,0.0009090856,0.00010275695],"about_ca_topic_score_codex":0.0014254086,"about_ca_topic_score_gemma":0.0010895722,"teacher_disagreement_score":0.0019269566,"about_ca_system_score_codex":0.00017914288,"about_ca_system_score_gemma":0.0001845027,"threshold_uncertainty_score":0.006446302},"labels":[],"label_agreement":null},{"id":"W2972094531","doi":"10.1016/j.jweia.2019.103980","title":"Effects of plan dimensions on gust wind loads for high-rise buildings","year":2019,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Plan (archaeology); Load factor; Structural engineering; Wind engineering; Range (aeronautics); Environmental science; Wind tunnel; Engineering; Meteorology; Geology; Physics; Aerospace engineering","score_opus":0.006975035236243669,"score_gpt":0.18403545895256168,"score_spread":0.177060423716318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2972094531","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99740416,0.00004242489,0.0007929159,0.000017523867,0.000009880328,0.0000056403346,0.000047370155,0.000024015757,0.0016560581],"genre_scores_gemma":[0.9996706,0.000013933841,0.000084585474,0.0000030248466,0.0000017579162,0.0000014585274,0.00002013558,0.0000061471337,0.00019834554],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9997632,0.00006946209,0.000009380352,0.000014622456,0.00007782746,0.00006548319],"domain_scores_gemma":[0.99779415,0.0016511898,0.000099234116,0.000087270906,0.00026131,0.00010688975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035075494,0.00034477774,0.00035750517,0.00033945224,0.00048937876,0.0005909892,0.00017690245,0.00037524197,0.0037907604],"category_scores_gemma":[0.0016743236,0.00022430213,0.00035021434,0.00022957413,0.0004725976,0.00043660338,0.00035186688,0.00031775923,0.0002945842],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.01749848,0.0014134273,0.10728313,0.00036515816,0.0001480071,0.0023955596,0.00082852936,0.5181461,0.2710034,0.0017530869,0.002077131,0.07708803],"study_design_scores_gemma":[0.0002655097,0.0070367367,0.5093176,0.00004665027,0.00030996886,0.0005175685,0.0023776714,0.32297882,0.15448125,0.0011776356,0.0013680513,0.00012263078],"about_ca_topic_score_codex":0.0017301992,"about_ca_topic_score_gemma":0.003335122,"teacher_disagreement_score":0.0037907604,"about_ca_system_score_codex":0.0002804534,"about_ca_system_score_gemma":0.00016399958,"threshold_uncertainty_score":0.012681365},"labels":[],"label_agreement":null},{"id":"W2983578423","doi":"10.1016/j.jweia.2019.104025","title":"A novel approach to scaling experimentally produced downburst-like impinging jet outflows","year":2019,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Meteorological Phenomena and Simulations","field":"Earth and Planetary Sciences","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"European Research Council; European Commission; Canada Foundation for Innovation","keywords":"Thunderstorm; Scaling; Anemometer; Meteorology; Jet (fluid); Environmental science; Nowcasting; Wind speed; Geology; Physics; Mechanics; Mathematics; Geometry","score_opus":0.027578279643946803,"score_gpt":0.2085503938660939,"score_spread":0.1809721142221471,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2983578423","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40127927,0.00014655569,0.5929688,0.00006125289,0.00009350279,0.0002559044,0.00053129374,0.0011359501,0.0035274583],"genre_scores_gemma":[0.7485028,0.000197919,0.24995889,0.000025984162,0.00003627256,0.00021801675,0.00045445308,0.00010399405,0.0005016071],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996817,0.00005459549,0.000032596476,0.00011085207,0.00009507014,0.000025094592],"domain_scores_gemma":[0.9993167,0.00014254008,0.0001465187,0.00021995083,0.00014050685,0.00003379714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045506642,0.00060757395,0.0002907762,0.00088224106,0.00030510157,0.00067192013,0.0004908543,0.00028049725,0.0009935565],"category_scores_gemma":[0.0019270134,0.00021943137,0.00033187258,0.0006499636,0.00041821384,0.00064139476,0.0006536486,0.0005287434,0.00018543746],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035275196,0.00067457417,0.040371593,0.00031620727,0.000077302444,0.00040816545,0.000609973,0.07277297,0.5872902,0.0093137985,0.000788386,0.28702393],"study_design_scores_gemma":[0.00004535451,0.0009259333,0.055512935,0.000040783165,0.000057188816,0.00052256096,0.00030183906,0.78853625,0.14441821,0.0044044564,0.0051554604,0.00007895821],"about_ca_topic_score_codex":0.00078664545,"about_ca_topic_score_gemma":0.00092763203,"teacher_disagreement_score":0.0009935565,"about_ca_system_score_codex":0.00024059195,"about_ca_system_score_gemma":0.00029839083,"threshold_uncertainty_score":0.0033237338},"labels":[],"label_agreement":null},{"id":"W2996653610","doi":"10.1016/j.jweia.2019.104054","title":"Coaxial plumes in a windy ambient with applications to cooling towers","year":2019,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Plume; Entrainment (biomusicology); Cooling tower; Environmental science; Panache; Coaxial; Mechanics; Meteorology; Atmospheric sciences; Wind speed; Geology; Physics; Water cooling; Thermodynamics; Engineering","score_opus":0.008067367098738589,"score_gpt":0.19318482051851596,"score_spread":0.18511745341977737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2996653610","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9853698,0.000703109,0.010091605,0.0002502297,0.00006973882,0.00005247747,0.000093578594,0.00015140336,0.0032179875],"genre_scores_gemma":[0.9974235,0.00012265134,0.001597253,0.000012005105,0.000019900639,0.0000069854814,0.000031554195,0.000010558904,0.0007755487],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998653,0.00002754235,0.0000042100346,0.000019290546,0.000052749823,0.000030893898],"domain_scores_gemma":[0.9996333,0.0001398849,0.00003522985,0.000023316481,0.0001293725,0.00003883215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020938201,0.00034993133,0.00033257765,0.00041758895,0.0006390261,0.0006240633,0.00029258794,0.0007452516,0.0010540035],"category_scores_gemma":[0.00072003953,0.00011826265,0.00020845154,0.0004370356,0.00054451084,0.00072651176,0.00049769,0.0004673942,0.00011999954],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002082727,0.0006191267,0.023344222,0.00027431457,0.000031956482,0.0034169876,0.0009316888,0.055151224,0.866951,0.0034379154,0.0015057052,0.042253193],"study_design_scores_gemma":[0.00038896728,0.0017750132,0.09844381,0.000063018044,0.000079103345,0.0020093126,0.0014374119,0.5403484,0.347718,0.0017603292,0.0058081755,0.00016833846],"about_ca_topic_score_codex":0.0026465948,"about_ca_topic_score_gemma":0.001719486,"teacher_disagreement_score":0.0026465948,"about_ca_system_score_codex":0.0003322585,"about_ca_system_score_gemma":0.0002610066,"threshold_uncertainty_score":0.0052623153},"labels":[],"label_agreement":null},{"id":"W3013460422","doi":"10.1016/j.jweia.2020.104158","title":"Investigation of torsional aeroelastic effects on high-rise buildings using forced vibration wind tunnel tests","year":2020,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Aeroelasticity; Structural engineering; Aerodynamics; Wind tunnel; Vibration; Damping ratio; Torsional vibration; Eccentricity (behavior); Stiffness; Aerodynamic force; Engineering; Mechanics; Physics; Acoustics; Law","score_opus":0.017445161337642404,"score_gpt":0.19387192776061232,"score_spread":0.17642676642296992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3013460422","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99919254,0.000018452642,0.0005559792,0.0000033499452,0.0000026307716,0.0000058278615,0.000031891792,0.000010734444,0.00017869784],"genre_scores_gemma":[0.9996362,0.00000932947,0.00019447171,0.0000014283811,6.839397e-7,0.0000030214758,0.000026783131,0.000002583974,0.00012550016],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996983,0.000062177234,0.000019742374,0.000026787095,0.00012845795,0.00006447836],"domain_scores_gemma":[0.9991302,0.00039976006,0.00008176777,0.00007260629,0.00024031005,0.000075334036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044578218,0.0004328132,0.00030711584,0.00036710818,0.00041518494,0.00022701416,0.00033938023,0.00055033376,0.0015897902],"category_scores_gemma":[0.000783101,0.00022968819,0.00036290736,0.0002004243,0.00038812603,0.00033747617,0.00027205734,0.00031797955,0.00013124487],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016319671,0.00030361256,0.017343933,0.00013089222,0.00003356007,0.0005709825,0.00037863903,0.013486611,0.95925605,0.00011753003,0.00009844926,0.006647848],"study_design_scores_gemma":[0.00018306702,0.008950831,0.27247807,0.00004731272,0.000113983806,0.0006753188,0.0010310127,0.07013,0.64557177,0.00013498888,0.00060214533,0.00008146778],"about_ca_topic_score_codex":0.0013111233,"about_ca_topic_score_gemma":0.0023380583,"teacher_disagreement_score":0.0015897902,"about_ca_system_score_codex":0.000120650104,"about_ca_system_score_gemma":0.00019199359,"threshold_uncertainty_score":0.0053184032},"labels":[],"label_agreement":null},{"id":"W3035724437","doi":"10.1016/j.jweia.2020.104232","title":"Dimensional analysis of Reynolds independence and regional critical Reynolds numbers for urban aerodynamics","year":2020,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":46,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Laminar flow; Reynolds number; Turbulence; Aerodynamics; Independence (probability theory); Dimensionless quantity; Statistical physics; Mechanics; Diffusion; Viscosity; Similarity (geometry); Turbulence modeling; Dynamic similarity; Flow (mathematics); Mathematics; Physics; Computer science; Thermodynamics; Statistics; Artificial intelligence","score_opus":0.02037699644715706,"score_gpt":0.22502788988000139,"score_spread":0.20465089343284432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035724437","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70679206,0.0013557456,0.2380268,0.00039477987,0.00010530888,0.00005901864,0.00024239528,0.00020089708,0.052822996],"genre_scores_gemma":[0.993433,0.00017716814,0.0039955033,0.000019018418,0.000045088796,0.0000147718065,0.000054216056,0.000059821825,0.0022014189],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997974,0.0000643693,0.000008229862,0.000037145892,0.000048330254,0.000044501117],"domain_scores_gemma":[0.9988392,0.00059926935,0.00012836825,0.000100011624,0.00026773612,0.00006543721],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000741977,0.00055298494,0.0005251449,0.0013229116,0.0004965355,0.0009552736,0.0006770881,0.00032872212,0.00207156],"category_scores_gemma":[0.0029413467,0.00035757603,0.00059034035,0.00058821845,0.0010275,0.00094971375,0.00087355747,0.00082566263,0.00022560943],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028545206,0.00016112544,0.011267765,0.00012250192,0.00008111212,0.00035595588,0.00024435937,0.6640243,0.018990977,0.27777952,0.0026954617,0.0239915],"study_design_scores_gemma":[0.0000058388337,0.000031072945,0.01001379,0.000008263953,0.000022622049,0.00005926217,0.000059809845,0.9711802,0.0017413768,0.015875565,0.0009633342,0.000038896153],"about_ca_topic_score_codex":0.002708665,"about_ca_topic_score_gemma":0.0024858143,"teacher_disagreement_score":0.002708665,"about_ca_system_score_codex":0.0006601954,"about_ca_system_score_gemma":0.00044874699,"threshold_uncertainty_score":0.0069300532},"labels":[],"label_agreement":null},{"id":"W3047871848","doi":"10.1016/j.jweia.2020.104294","title":"A wind load design method for ground-mounted multi-row solar arrays based on a compilation of wind tunnel experiments","year":2020,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":64,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Wind tunnel; Aeroelasticity; Wind engineering; Scope (computer science); Aerodynamics; Engineering; Structural engineering; Computer science; Aerospace engineering","score_opus":0.052066123477530264,"score_gpt":0.26522710922198883,"score_spread":0.21316098574445858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3047871848","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011963027,0.000035323435,0.9839336,0.000026831603,0.000027278533,0.000102543425,0.000073746494,0.0007727494,0.0030648839],"genre_scores_gemma":[0.3748035,0.0001386606,0.6151057,0.00004113963,0.000039914605,0.0005056095,0.00029951704,0.0006045191,0.008461389],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998636,0.000030676416,0.000008433624,0.000021722028,0.0000661705,0.000009353279],"domain_scores_gemma":[0.999632,0.00008510441,0.00003994847,0.00003794102,0.00019077006,0.000014271097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037551142,0.0009055,0.0005632908,0.00050861447,0.00056648545,0.0005052696,0.0006680112,0.00051059166,0.008168211],"category_scores_gemma":[0.00071476435,0.0005013482,0.0004573778,0.00032830337,0.0001665122,0.00067527115,0.00032206505,0.00052382983,0.0016543359],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001205299,0.00022199325,0.0012655909,0.00035651395,0.000042560514,0.00010802664,0.000126425,0.6721449,0.0723178,0.0031310744,0.0027135746,0.24745098],"study_design_scores_gemma":[0.000024329505,0.00010795489,0.0005213777,0.000013545993,0.000014456289,0.0000274982,0.000028790206,0.9894112,0.006233074,0.0007548277,0.0028480254,0.00001503371],"about_ca_topic_score_codex":0.0028285217,"about_ca_topic_score_gemma":0.007463229,"teacher_disagreement_score":0.008168211,"about_ca_system_score_codex":0.00030131618,"about_ca_system_score_gemma":0.00058453315,"threshold_uncertainty_score":0.027325392},"labels":[],"label_agreement":null},{"id":"W3081974772","doi":"10.1016/j.jweia.2020.104323","title":"Experimental investigation of the interaction between near-surface atmospheric boundary layer winds and downburst outflows","year":2020,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Meteorological Phenomena and Simulations","field":"Earth and Planetary Sciences","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Western University","funders":"Horizon 2020; European Research Council; Horizon 2020 Framework Programme; European Commission","keywords":"Outflow; Anemometer; Wind speed; Jet (fluid); Planetary boundary layer; Meteorology; Boundary layer; Turbulence; Geology; Atmospheric sciences; Mechanics; Physics","score_opus":0.039012866466957466,"score_gpt":0.21756422295684472,"score_spread":0.17855135648988724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3081974772","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993062,0.000017208044,0.00026753452,0.000009355931,0.0000085858455,0.000007766124,0.00005674965,0.000006771725,0.00031984624],"genre_scores_gemma":[0.9993992,0.000024593139,0.00017802829,0.000008363485,0.0000050966014,0.000011979431,0.00008136912,0.0000059434515,0.00028548506],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998023,0.000042840824,0.000015591835,0.000040024916,0.000042069056,0.00005715518],"domain_scores_gemma":[0.9986676,0.0008960423,0.000102824626,0.00011990113,0.00009391763,0.000119620396],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032111278,0.00024671835,0.00031765716,0.00012199904,0.00049835036,0.00043832144,0.0003196281,0.00042775134,0.0028240976],"category_scores_gemma":[0.0011213832,0.00026807946,0.00018178069,0.00010056985,0.0004770383,0.00036028388,0.00047425105,0.00063537626,0.0001758797],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007575921,0.002476788,0.027274167,0.00011035758,0.000064390166,0.0003036737,0.00030088495,0.0047123367,0.9512658,0.0005462313,0.00023554741,0.0051339134],"study_design_scores_gemma":[0.0014374153,0.013724072,0.3250068,0.000039737748,0.00014732803,0.0004627825,0.00096609443,0.0913598,0.5642749,0.00093977526,0.0015642955,0.00007692],"about_ca_topic_score_codex":0.0016289676,"about_ca_topic_score_gemma":0.001387127,"teacher_disagreement_score":0.0028240976,"about_ca_system_score_codex":0.00022755635,"about_ca_system_score_gemma":0.00023538165,"threshold_uncertainty_score":0.009447575},"labels":[],"label_agreement":null},{"id":"W3086329379","doi":"10.1016/j.jweia.2020.104211","title":"Free-stream turbulence interaction with a wing-tip vortex","year":2020,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vortex; Horseshoe vortex; Physics; Starting vortex; Turbulence; Turbulence kinetic energy; Mechanics; Vortex shedding; Vorticity; Wake; Reynolds number; Vortex stretching; Wingtip vortices; Airfoil; Vortex ring; Geometry; Mathematics","score_opus":0.012876666897274167,"score_gpt":0.18157007443653597,"score_spread":0.16869340753926182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3086329379","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9776139,0.0002624739,0.011219696,0.00027080343,0.0002544465,0.00006882899,0.000060488466,0.00022628976,0.010023101],"genre_scores_gemma":[0.9974783,0.000030411153,0.0006414987,0.00003691331,0.000042748256,0.0000056195668,0.000025519188,0.000029396504,0.0017094999],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998196,0.000038020335,0.0000073671695,0.000023057817,0.00004070985,0.00007124749],"domain_scores_gemma":[0.9996024,0.00012829468,0.000029828592,0.000024545974,0.000053925778,0.00016103162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021006669,0.00055262295,0.0010059797,0.0009067627,0.0011016426,0.0020920588,0.0005380138,0.0016198801,0.0038791222],"category_scores_gemma":[0.0008909689,0.00036030018,0.0006519206,0.00030266333,0.0009907292,0.0011162254,0.0016704354,0.0007902891,0.000582295],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0056401067,0.00221714,0.025563251,0.000342966,0.00053927733,0.01705991,0.0015001541,0.3286891,0.51883197,0.055890482,0.006830468,0.036895104],"study_design_scores_gemma":[0.00042379394,0.0007233195,0.01571269,0.000026239963,0.000060300332,0.0008163293,0.00042869098,0.95029116,0.021973986,0.0075538424,0.0018855038,0.00010409449],"about_ca_topic_score_codex":0.00074953854,"about_ca_topic_score_gemma":0.00041162418,"teacher_disagreement_score":0.0038791222,"about_ca_system_score_codex":0.00041685396,"about_ca_system_score_gemma":0.0003422763,"threshold_uncertainty_score":0.012977004},"labels":[],"label_agreement":null},{"id":"W3109936228","doi":"10.1016/j.jweia.2020.104449","title":"Experimental investigation of large-scale tornado-like vortices","year":2020,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Meteorological Phenomena and Simulations","field":"Earth and Planetary Sciences","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Tornado; Meteorology; Scale model; Wind engineering; Vortex; Wind tunnel; Scaling; Engineering; Louver; Environmental science; Marine engineering; Structural engineering; Geology; Aerospace engineering; Physics; Geometry; Mechanical engineering; Mathematics","score_opus":0.03125558505250643,"score_gpt":0.21192356360568007,"score_spread":0.18066797855317362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3109936228","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951657,0.000076367716,0.0022490665,0.000045548008,0.000047152775,0.000052093063,0.00020123228,0.00004205983,0.0021208634],"genre_scores_gemma":[0.9986681,0.000042709173,0.0006360733,0.0000075460907,0.000009619214,0.000022796652,0.00008957347,0.00000794261,0.0005157493],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985313,0.000021287773,0.000007904205,0.00002980974,0.000036129277,0.00005173928],"domain_scores_gemma":[0.99946433,0.0002155193,0.00006411496,0.00009575047,0.00010660061,0.000053707354],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022814727,0.00026678166,0.00018518584,0.00019232229,0.00051404076,0.00027111173,0.0003356079,0.0003911192,0.004275668],"category_scores_gemma":[0.000674409,0.00016399146,0.00012299047,0.00012649616,0.0007333943,0.00038553544,0.00045086278,0.00055558,0.00029376158],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010455847,0.0010816563,0.0035446405,0.000119783675,0.000016608261,0.00031022474,0.00020505954,0.002476073,0.9845915,0.001447722,0.00045260452,0.004708612],"study_design_scores_gemma":[0.00079586345,0.007617833,0.046508495,0.000053231328,0.00004468255,0.00064943475,0.000931314,0.050621804,0.8879055,0.0013270028,0.0034723454,0.00007244274],"about_ca_topic_score_codex":0.00046831756,"about_ca_topic_score_gemma":0.00041628632,"teacher_disagreement_score":0.004275668,"about_ca_system_score_codex":0.0001585219,"about_ca_system_score_gemma":0.00016487794,"threshold_uncertainty_score":0.014303565},"labels":[],"label_agreement":null},{"id":"W3127779069","doi":"10.1016/j.jweia.2021.104552","title":"Wind loads on roof-mounted equipment on low-rise buildings with low-slope roofs","year":2021,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Roof; Elevation (ballistics); Building envelope; Doors; Wind engineering; Structural engineering; Envelope (radar); Enclosure; Geotechnical engineering; Cladding (metalworking); Low-rise; Marine engineering; Environmental science; Engineering; Geology; Meteorology; Materials science; Thermal; Aerospace engineering","score_opus":0.008311907207172696,"score_gpt":0.20015844893353657,"score_spread":0.19184654172636387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3127779069","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994307,0.0000111468535,0.000107135646,0.0000037316706,0.000002757543,0.0000045958586,0.0000571347,0.000007529129,0.00037513277],"genre_scores_gemma":[0.99971586,0.000009076289,0.000030760755,0.000001401841,0.0000013221528,0.0000016693028,0.00007017008,0.0000026958749,0.00016692156],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99969137,0.00005132305,0.000016091739,0.000034329274,0.00008761706,0.00011927676],"domain_scores_gemma":[0.99936694,0.00025129778,0.000048352726,0.000041816074,0.000182871,0.00010874084],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002202226,0.00044238396,0.00086318044,0.00070867693,0.0010016647,0.00057734177,0.0003609097,0.0006058574,0.0036126699],"category_scores_gemma":[0.00069508405,0.00032626995,0.00052917196,0.00048594497,0.00045296026,0.00039642456,0.00043108256,0.0003371779,0.00073269114],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0068663466,0.0014843781,0.47752917,0.00048439376,0.00039468316,0.010804374,0.0030001854,0.113002144,0.3296995,0.0005810564,0.0022654675,0.05388836],"study_design_scores_gemma":[0.000026868589,0.0006735298,0.95773923,0.000022985867,0.000070173206,0.00029829203,0.0022977102,0.028535595,0.009892084,0.00009891951,0.0003111253,0.00003358359],"about_ca_topic_score_codex":0.009357309,"about_ca_topic_score_gemma":0.012882659,"teacher_disagreement_score":0.009357309,"about_ca_system_score_codex":0.00040740726,"about_ca_system_score_gemma":0.00026041453,"threshold_uncertainty_score":0.01860565},"labels":[],"label_agreement":null},{"id":"W3129396225","doi":"10.1016/j.jweia.2021.104564","title":"Dynamic analysis of the effect of platoon configuration on train aerodynamic performance","year":2021,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aerodynamics and Fluid Dynamics Research","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"China Scholarship Council","keywords":"Platoon; Aerodynamics; Train; Detached eddy simulation; Aerodynamic force; Wake; Engineering; Computational fluid dynamics; Wind tunnel; Flow (mathematics); Boundary layer; Aerospace engineering; Structural engineering; Simulation; Mechanics; Computer science; Physics; Reynolds-averaged Navier–Stokes equations","score_opus":0.008298851592268898,"score_gpt":0.21098735842542757,"score_spread":0.20268850683315867,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3129396225","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9913037,0.00003098113,0.004337581,0.00003454195,0.000008514808,0.0000110589,0.000090981695,0.000044213244,0.004138538],"genre_scores_gemma":[0.99951065,0.0000069685134,0.00011289176,0.0000021373746,7.5262096e-7,0.0000023349721,0.000027218539,0.0000038610356,0.00033328898],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991167,0.000015179068,0.0000025024942,0.0000119993765,0.000018948718,0.000039675648],"domain_scores_gemma":[0.9996902,0.00017137759,0.000023326418,0.00001686726,0.000069290305,0.000029049996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016784052,0.000251987,0.0002674068,0.00032883717,0.00036233867,0.00031580613,0.00020958052,0.00026594056,0.0045167813],"category_scores_gemma":[0.0005541856,0.00013856753,0.00029427122,0.00021094942,0.0002130498,0.00029188942,0.00019240886,0.0002300454,0.00032147916],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012903205,0.00025596243,0.009880879,0.00008247725,0.00005120054,0.000327067,0.000073452335,0.87325954,0.09472477,0.0005691193,0.0004604609,0.019024627],"study_design_scores_gemma":[0.000019967072,0.0006340711,0.027414875,0.000008237982,0.000030999665,0.000051844763,0.00013442611,0.9541426,0.017108977,0.00013117644,0.00030425502,0.000018459517],"about_ca_topic_score_codex":0.005251899,"about_ca_topic_score_gemma":0.00321443,"teacher_disagreement_score":0.005251899,"about_ca_system_score_codex":0.0003331803,"about_ca_system_score_gemma":0.00025582756,"threshold_uncertainty_score":0.015110135},"labels":[],"label_agreement":null},{"id":"W3133541356","doi":"10.1016/j.jweia.2021.104553","title":"Experimental simulation of stationary and traveling density-driven thunderstorm downbursts using the two-fluid model","year":2021,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Meteorological Phenomena and Simulations","field":"Earth and Planetary Sciences","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Western University","keywords":"Thunderstorm; Mechanics; Cylinder; Geology; Meteorology; Physics; Geometry; Mathematics","score_opus":0.05464269224131261,"score_gpt":0.25018529581417054,"score_spread":0.19554260357285794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133541356","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980252,0.000017968929,0.0008409047,0.00003480021,0.000015192592,0.000013847637,0.00015930821,0.00008177055,0.00081103307],"genre_scores_gemma":[0.999209,0.000012691332,0.00044124594,0.000005026333,0.0000020881002,0.000008199737,0.00010539617,0.000010346456,0.00020605166],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990463,0.0000140466145,0.0000068615186,0.000019486306,0.00002413309,0.000030818657],"domain_scores_gemma":[0.99919456,0.00044425938,0.000056690737,0.00006880309,0.000116148025,0.00011949261],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026485126,0.00036002792,0.0005097555,0.00028997887,0.000485621,0.0003783229,0.00089803943,0.0006161456,0.0023898168],"category_scores_gemma":[0.001073109,0.00028851867,0.00036738286,0.00021890644,0.0005008371,0.000318921,0.0003507678,0.0008139772,0.0001278607],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022187803,0.0017024922,0.024907451,0.0002883654,0.00013931155,0.0013094669,0.000710883,0.77857786,0.17689534,0.0025092,0.0014872041,0.009253712],"study_design_scores_gemma":[0.00012611765,0.00041916472,0.0075660744,0.000007762146,0.000016173753,0.00003414778,0.00008883086,0.97661054,0.0147897275,0.00014144657,0.00018009097,0.000019807012],"about_ca_topic_score_codex":0.007295888,"about_ca_topic_score_gemma":0.004510362,"teacher_disagreement_score":0.007295888,"about_ca_system_score_codex":0.00042882198,"about_ca_system_score_gemma":0.0003872326,"threshold_uncertainty_score":0.014506817},"labels":[],"label_agreement":null},{"id":"W3147836857","doi":"10.1016/j.jweia.2021.104605","title":"Turbulent flow characterization near the edge of a steep escarpment","year":2021,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Escarpment; Geology; Turbulence; Flow (mathematics); Geomorphology; Characterization (materials science); Enhanced Data Rates for GSM Evolution; Geometry; Geography; Meteorology; Engineering; Physics; Optics; Mathematics; Telecommunications","score_opus":0.009642890497820418,"score_gpt":0.17617164833543617,"score_spread":0.16652875783761575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3147836857","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99915516,0.000014632138,0.0002606895,0.00000691681,0.00000380214,0.000006969344,0.00007242318,0.000024662753,0.00045472867],"genre_scores_gemma":[0.9991855,0.000016728824,0.00030111984,0.000005930654,0.000002489567,0.000003351238,0.000121723184,0.000005214543,0.00035793995],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999895,0.0000058352357,0.0000051449047,0.000027944003,0.000028505261,0.000037644317],"domain_scores_gemma":[0.999819,0.00003216962,0.000025372801,0.00001847043,0.000047193877,0.000057844874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013942865,0.00039906605,0.0006573519,0.0014183215,0.0010193358,0.0010872368,0.0003443215,0.0008399292,0.0009389186],"category_scores_gemma":[0.0002963781,0.00025792746,0.0003565846,0.00070550473,0.0005200278,0.00036627235,0.00035254782,0.00041015333,0.00026256905],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003173612,0.000953954,0.39770022,0.00012752751,0.00019846976,0.014526058,0.0027951472,0.04223138,0.5040511,0.0006673303,0.0011293383,0.03244599],"study_design_scores_gemma":[0.000046876798,0.0004280012,0.9377906,0.000024673802,0.00009583765,0.00060149486,0.0021185032,0.040969674,0.016763374,0.00011256372,0.0009819439,0.00006645656],"about_ca_topic_score_codex":0.011238519,"about_ca_topic_score_gemma":0.015143759,"teacher_disagreement_score":0.011238519,"about_ca_system_score_codex":0.0003228887,"about_ca_system_score_gemma":0.00042704036,"threshold_uncertainty_score":0.022346199},"labels":[],"label_agreement":null},{"id":"W3165361649","doi":"10.1016/j.jweia.2021.104668","title":"The effects of edge radius on wind tunnel tests of low-rise buildings","year":2021,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Western University","keywords":"Wind tunnel; RADIUS; Curvature; Aerodynamics; Enhanced Data Rates for GSM Evolution; Roof; Radius of curvature; Low-rise; Leading edge; Mechanics; Building model; Conical surface; Geometry; Structural engineering; Engineering; Physics; Mathematics; Simulation; Computer science; Mean curvature","score_opus":0.0062057978416566965,"score_gpt":0.18764607147251977,"score_spread":0.18144027363086307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3165361649","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989334,0.00004667363,0.00060531526,0.0000051989828,0.000007754097,0.000012004054,0.000057064513,0.00002886783,0.00030379993],"genre_scores_gemma":[0.99920976,0.000024624498,0.00036558037,0.000006673786,0.0000017917548,0.0000048536954,0.000076963115,0.000017830842,0.00029200554],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993475,0.00022477318,0.00005710233,0.0000558422,0.00017440732,0.00014037658],"domain_scores_gemma":[0.9946062,0.0030348848,0.00033597322,0.00041116553,0.0012485395,0.00036323347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008785127,0.00055507506,0.000544393,0.00038675577,0.00058332714,0.00047739767,0.00050706085,0.00068341347,0.002276918],"category_scores_gemma":[0.002846708,0.00032668328,0.00046143009,0.00027967265,0.0005256635,0.00054844475,0.00037383303,0.00041800353,0.00029434275],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0089256065,0.00084575603,0.015792932,0.00025878468,0.00005648839,0.00084593426,0.0007568251,0.023463378,0.93636453,0.00018076111,0.0002416103,0.0122673325],"study_design_scores_gemma":[0.00017104427,0.014543382,0.08496443,0.00006261324,0.0001163623,0.0005022804,0.0009885199,0.035799257,0.86194354,0.00013691936,0.0006709676,0.000100754376],"about_ca_topic_score_codex":0.0015337528,"about_ca_topic_score_gemma":0.0032560038,"teacher_disagreement_score":0.002276918,"about_ca_system_score_codex":0.0001841382,"about_ca_system_score_gemma":0.00020490997,"threshold_uncertainty_score":0.0076170564},"labels":[],"label_agreement":null},{"id":"W3168324505","doi":"10.1016/j.jweia.2021.104677","title":"Atmospheric transport over open-pit mines: The effects of thermal stability and mine depth","year":2021,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; University of Guelph","funders":"Natural Sciences and Engineering Research Council of Canada; Emissions Reduction Alberta; Ontario Centres of Excellence","keywords":"Plume; Open-pit mining; Environmental science; Boundary layer; Dispersion (optics); Flow (mathematics); Pollutant; Geology; Mining engineering; Meteorology; Mechanics; Chemistry","score_opus":0.010051487192424697,"score_gpt":0.194746794407812,"score_spread":0.18469530721538732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3168324505","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99940634,0.000049996026,0.00014250708,0.000021808322,0.0000027945734,0.0000027825054,0.00004799861,0.000003657217,0.00032215109],"genre_scores_gemma":[0.99978906,0.000029113084,0.000046656176,0.0000020311777,0.0000023333853,8.783168e-7,0.000026924636,0.0000018607734,0.0001011931],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999877,0.000025458334,0.0000109096345,0.000027838489,0.00002353128,0.000035265126],"domain_scores_gemma":[0.99920493,0.00042158877,0.00010638771,0.000040188363,0.00014671609,0.000080145604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031210927,0.00025635914,0.00044556634,0.0004560363,0.00052707084,0.00081157155,0.0004045478,0.0007414218,0.0011321672],"category_scores_gemma":[0.0012686597,0.00031442358,0.00041737442,0.00048340508,0.0004699758,0.0010399311,0.00042084514,0.0003388076,0.00012348827],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00339498,0.00068772567,0.70403445,0.00023161578,0.00025513695,0.001773816,0.00058093003,0.10916018,0.15886997,0.0012326451,0.0004060253,0.0193724],"study_design_scores_gemma":[0.00014824631,0.0005657474,0.8373076,0.000028721955,0.00011906544,0.00027206773,0.0010796367,0.15018111,0.0094057275,0.0005119991,0.00033268536,0.000047411886],"about_ca_topic_score_codex":0.021478668,"about_ca_topic_score_gemma":0.019492248,"teacher_disagreement_score":0.021478668,"about_ca_system_score_codex":0.00047966035,"about_ca_system_score_gemma":0.0004906567,"threshold_uncertainty_score":0.042707264},"labels":[],"label_agreement":null},{"id":"W3175181246","doi":"10.1016/j.jweia.2021.104698","title":"On the correlation between aerodynamic drag and wake flow for a generic high-speed train","year":2021,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aerodynamics and Fluid Dynamics Research","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Ministry of Science and Technology of the People's Republic of China; Central South University","keywords":"Wake; Aerodynamics; Drag; Drag coefficient; Flow (mathematics); Aerodynamic force; Mechanics; Aerodynamic drag; Flow visualization; Physics; Simulation; Computer science","score_opus":0.024133028273379445,"score_gpt":0.21576491186991384,"score_spread":0.19163188359653438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3175181246","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97150743,0.00023250104,0.025661966,0.00014598243,0.000042350468,0.000018608394,0.00017598853,0.00009798788,0.00211717],"genre_scores_gemma":[0.9984681,0.00007368632,0.0009108046,0.0000061145956,0.00002346959,0.0000032109415,0.00011037348,0.000013913921,0.00039035678],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983346,0.000038120306,0.000007403036,0.000045641526,0.00003734408,0.000038042188],"domain_scores_gemma":[0.99757177,0.0016911548,0.00025108262,0.000116093266,0.00027561386,0.00009422514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005839555,0.00038099743,0.00038458526,0.00093894807,0.00042911276,0.00056373765,0.00053804665,0.00071783375,0.0016090368],"category_scores_gemma":[0.004407671,0.00021507897,0.00044058292,0.0006174663,0.00070791785,0.00081445585,0.0004124038,0.00058941636,0.00012937828],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00051150547,0.0003554305,0.10318869,0.00015261014,0.00013140994,0.0015931099,0.00018046566,0.8201903,0.022362867,0.021654148,0.0015735221,0.02810592],"study_design_scores_gemma":[0.0000072184976,0.000043942466,0.029414961,0.000007065694,0.000015890293,0.00011517226,0.00003161332,0.9679924,0.0009337739,0.0012601813,0.00015330774,0.000024422867],"about_ca_topic_score_codex":0.005320445,"about_ca_topic_score_gemma":0.0030990723,"teacher_disagreement_score":0.005320445,"about_ca_system_score_codex":0.00036846456,"about_ca_system_score_gemma":0.0004240662,"threshold_uncertainty_score":0.01057899},"labels":[],"label_agreement":null},{"id":"W3180819074","doi":"10.1016/j.jweia.2021.104696","title":"Comparison of neural network types and architectures for generating a surrogate aerodynamic wind turbine blade model","year":2021,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind Energy Research and Development","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Aerodynamics; Artificial neural network; Aeroelasticity; Computer science; Computation; Turbine; Turbine blade; Surrogate model; Wind speed; Blade (archaeology); Convolutional neural network; Multilayer perceptron; Perceptron; Artificial intelligence; Engineering; Algorithm; Structural engineering; Machine learning; Aerospace engineering; Geology","score_opus":0.026716075914608926,"score_gpt":0.24924098981330475,"score_spread":0.22252491389869583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3180819074","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5007788,0.0007877585,0.48329115,0.0002782483,0.00014235523,0.00019322765,0.0004954722,0.00079879374,0.013234214],"genre_scores_gemma":[0.9469978,0.0002586323,0.050766565,0.000027928585,0.000012307595,0.00009929297,0.00033609814,0.000064777254,0.0014364817],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987984,0.000049141672,0.000010511471,0.000017922343,0.000028545554,0.000014102492],"domain_scores_gemma":[0.9993191,0.00038362062,0.000034918543,0.000058835736,0.00017876802,0.00002476686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005731111,0.0005018966,0.0002956187,0.00047596477,0.00022602496,0.00039055714,0.0005295875,0.0005978411,0.0014944909],"category_scores_gemma":[0.0020858224,0.00025441314,0.00038721305,0.0003708537,0.00015004944,0.00069178146,0.00030710764,0.0005742145,0.00026907198],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017058307,0.00007172544,0.0010795092,0.000069167916,0.000038026927,0.00003058508,0.000018956745,0.95361036,0.001849984,0.0009940225,0.00027298954,0.041794136],"study_design_scores_gemma":[0.000005786369,0.000039533006,0.00027609002,0.0000058284604,0.0000074928685,0.000005311172,0.0000052664545,0.9985026,0.000791767,0.00025242713,0.00010518343,0.0000026923697],"about_ca_topic_score_codex":0.0045409873,"about_ca_topic_score_gemma":0.0061774547,"teacher_disagreement_score":0.0045409873,"about_ca_system_score_codex":0.00041548448,"about_ca_system_score_gemma":0.0003817096,"threshold_uncertainty_score":0.00902909},"labels":[],"label_agreement":null},{"id":"W3207308062","doi":"10.1016/j.jweia.2021.104795","title":"Evaluation of operational strategies on wind turbine power production during short icing events","year":2021,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Icing and De-icing Technologies","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Alberta Innovates - Technology Futures","keywords":"Icing; Turbine; Icing conditions; Wind power; Environmental science; Turbine blade; Marine engineering; Aerodynamics; Power (physics); Meteorology; Electricity generation; Engineering; Aerospace engineering; Electrical engineering; Physics","score_opus":0.025401401701900556,"score_gpt":0.23816096806865344,"score_spread":0.2127595663667529,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3207308062","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99838114,0.000024649004,0.00070371566,0.000012862491,0.0000044106246,0.000021530986,0.00007405426,0.000015214572,0.0007623998],"genre_scores_gemma":[0.99973744,0.0000073197916,0.00011694925,0.0000016750863,7.4655605e-7,0.000004676074,0.00003772053,0.0000017773307,0.00009161584],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99961346,0.0001089961,0.000029283632,0.000056642504,0.000095918855,0.00009564254],"domain_scores_gemma":[0.99796754,0.001274651,0.00016647112,0.00006129856,0.0003536661,0.00017636796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067727006,0.0005032166,0.0004358617,0.0005850984,0.00027121976,0.00053199875,0.0003655616,0.000438216,0.001243471],"category_scores_gemma":[0.002425429,0.00019720664,0.00029279053,0.00035517206,0.00021580656,0.00044991204,0.0002516228,0.0002853239,0.00016501917],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.020268403,0.0027737154,0.13195257,0.00047377794,0.00037673186,0.0019098934,0.00048472336,0.54603046,0.1919931,0.0010286706,0.0010122919,0.10169568],"study_design_scores_gemma":[0.00026120988,0.0129977,0.42551583,0.00004095025,0.00029923907,0.00022550795,0.0012294089,0.47570226,0.08255174,0.00039950668,0.00070696435,0.00006970736],"about_ca_topic_score_codex":0.0034847308,"about_ca_topic_score_gemma":0.0036335068,"teacher_disagreement_score":0.0034847308,"about_ca_system_score_codex":0.0005504506,"about_ca_system_score_gemma":0.00035303482,"threshold_uncertainty_score":0.006928861},"labels":[],"label_agreement":null},{"id":"W344623451","doi":"10.1016/j.jweia.2015.04.004","title":"Consistent inflow turbulence generator for LES evaluation of wind-induced responses for tall buildings","year":2015,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":213,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Division of Ocean Sciences; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Turbulence; Inflow; Wind tunnel; Planetary boundary layer; Aerodynamics; Boundary layer; Wind speed; Flow (mathematics); Wind direction; Mechanics; Meteorology; Geology; Physics","score_opus":0.08081965819573578,"score_gpt":0.2683836878052872,"score_spread":0.18756402960955143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W344623451","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.742846,0.00028984286,0.23904292,0.00028399617,0.00014516612,0.000299412,0.0009204705,0.0025956433,0.013576496],"genre_scores_gemma":[0.9838892,0.000050005263,0.014307176,0.000023749519,0.0000131877105,0.00007596563,0.00023950644,0.00012019869,0.0012809767],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998447,0.00006486355,0.000009674825,0.000013300945,0.000046152534,0.000021411995],"domain_scores_gemma":[0.99940145,0.00030833084,0.000043663273,0.00005683815,0.00014380005,0.000046019984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004101721,0.0005730633,0.0006445749,0.0003764489,0.00040194576,0.0006734074,0.0007098476,0.00085018366,0.0030758858],"category_scores_gemma":[0.0012127196,0.00023904144,0.0003693468,0.00041149787,0.0003505751,0.0005239592,0.00046348746,0.0006125628,0.00035493475],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00043714794,0.0003166849,0.003504754,0.00014797144,0.000046938054,0.0004507323,0.00014403358,0.9435115,0.029662227,0.0029972133,0.0014540115,0.017326774],"study_design_scores_gemma":[0.00001693743,0.00004127441,0.00032178816,0.0000034412483,0.0000027597437,0.0000069219877,0.0000144429605,0.9980301,0.0013617659,0.000093569004,0.000102473816,0.0000043984146],"about_ca_topic_score_codex":0.0036449202,"about_ca_topic_score_gemma":0.0031163103,"teacher_disagreement_score":0.0036449202,"about_ca_system_score_codex":0.00030091658,"about_ca_system_score_gemma":0.0005613752,"threshold_uncertainty_score":0.010289907},"labels":[],"label_agreement":null},{"id":"W4200142541","doi":"10.1016/j.jweia.2021.104869","title":"Effects of continuously changing inlet wind direction on near-to-far wake characteristics behind wind turbines over flat terrain","year":2021,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind Energy Research and Development","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Moncton","funders":"Adaptable and Seamless Technology Transfer Program through Target-Driven R and D; Japan Science and Technology Agency","keywords":"Turbine; Wake; Nacelle; Marine engineering; Aerodynamics; Wind power; Offshore wind power; Wind gradient; Wind direction; Meteorology; Planetary boundary layer; Wind speed; Wind profile power law; Computational fluid dynamics; Environmental science; Wind tunnel; Engineering; Boundary layer; Aerospace engineering; Physics","score_opus":0.00710576757066949,"score_gpt":0.19837384595715113,"score_spread":0.19126807838648163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200142541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980563,0.0000440851,0.0014396303,0.0000074513323,0.000009557395,0.0000061419323,0.0000255037,0.000030341087,0.00038113658],"genre_scores_gemma":[0.9995523,0.000028116036,0.0002791189,0.0000040243203,0.0000015394912,0.0000017114684,0.000024376624,0.0000040689433,0.00010477145],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990046,0.00001070757,0.0000076161564,0.00001575246,0.000032486198,0.000032959848],"domain_scores_gemma":[0.9995639,0.00018256964,0.000071175964,0.000038677106,0.00008375005,0.000059974074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015477474,0.0002780034,0.0002543268,0.00024188758,0.00024555132,0.00035027877,0.00015374862,0.00027421874,0.0005500792],"category_scores_gemma":[0.000714008,0.00017427244,0.00023360846,0.00012733981,0.00034637807,0.0002816028,0.00029588377,0.00028696543,0.00012530955],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014790138,0.0004512691,0.07323476,0.00023783499,0.00007551279,0.0040468015,0.0005399449,0.33387128,0.5567684,0.0004150001,0.00053045363,0.028349692],"study_design_scores_gemma":[0.000100950536,0.0019128822,0.32709962,0.000039902938,0.00008716899,0.00065367453,0.0011811474,0.549177,0.11857344,0.0003584264,0.00068992365,0.0001258561],"about_ca_topic_score_codex":0.0015711287,"about_ca_topic_score_gemma":0.0023568168,"teacher_disagreement_score":0.0015711287,"about_ca_system_score_codex":0.000106104904,"about_ca_system_score_gemma":0.00016843548,"threshold_uncertainty_score":0.003123939},"labels":[],"label_agreement":null},{"id":"W4220671207","doi":"10.1016/j.jweia.2022.104933","title":"Experimental investigations into the effect of at-sea conditions on ship airwake characteristics","year":2022,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aerospace and Aviation Technology","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Defence Research and Development Canada; National Research Council Canada","funders":"","keywords":"Sea trial; Marine engineering; Range (aeronautics); Turbulence; Stern; Wind speed; Sea state; Environmental science; Response amplitude operator; Motion (physics); Meteorology; Geology; Engineering; Aerospace engineering; Physics; Remote sensing","score_opus":0.009228404571255686,"score_gpt":0.2075111729073391,"score_spread":0.1982827683360834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220671207","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992803,0.000009619771,0.0005194646,0.0000029155447,0.0000036178808,0.000008087667,0.000039282084,0.0000057561933,0.00013120528],"genre_scores_gemma":[0.99899906,0.000024874164,0.0005377877,0.0000053279095,0.0000020546152,0.000013118618,0.000077003126,0.000006334004,0.0003345396],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999775,0.00004149038,0.00002106944,0.000035662557,0.00007092704,0.0000558978],"domain_scores_gemma":[0.99900264,0.00047792963,0.00010117282,0.00010523631,0.00022842937,0.00008460597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003250284,0.0003880498,0.00026633107,0.00018720406,0.00034657578,0.0002375399,0.00026413708,0.00034515103,0.0026935043],"category_scores_gemma":[0.0012793294,0.00016076518,0.00019512563,0.00014655673,0.00043999078,0.00038401136,0.00036273163,0.00030023712,0.00023339227],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002025732,0.00050849654,0.008951841,0.000117421594,0.00002221653,0.0002017391,0.00033094452,0.003940069,0.9774409,0.00008594885,0.00007243274,0.0063023483],"study_design_scores_gemma":[0.00010412006,0.017748237,0.1028851,0.000022159455,0.000061021758,0.00025764728,0.000875485,0.010163269,0.8668353,0.00015808002,0.00083331764,0.000056142104],"about_ca_topic_score_codex":0.0005090119,"about_ca_topic_score_gemma":0.001011195,"teacher_disagreement_score":0.0026935043,"about_ca_system_score_codex":0.00009793752,"about_ca_system_score_gemma":0.00011170506,"threshold_uncertainty_score":0.009010673},"labels":[],"label_agreement":null},{"id":"W4224917681","doi":"10.1016/j.jweia.2022.105003","title":"A new analytical model for wind flow in canopies","year":2022,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"British Columbia Institute of Technology; Western University","funders":"Canada Research Chairs; Ontario Centres of Excellence","keywords":"Turbulence; Planetary boundary layer; Flow (mathematics); Boundary layer; Meteorology; Airflow; Drag; Canopy; Environmental science; Roughness length; Mechanics; Drag coefficient; Turbulence modeling; Scale (ratio); Wind speed; Atmospheric sciences; Wind profile power law; Geology; Physics; Geography","score_opus":0.019157277731918086,"score_gpt":0.20969723835970466,"score_spread":0.19053996062778658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4224917681","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032648396,0.00085918815,0.9247215,0.00050653704,0.00048115675,0.00011573896,0.00022800802,0.0002937831,0.040145755],"genre_scores_gemma":[0.7804043,0.0024526317,0.12143562,0.0003472178,0.00046771677,0.0005062807,0.00044558998,0.00039657715,0.09354398],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998216,0.000029946197,0.000010689565,0.00003660759,0.00006591975,0.00003518621],"domain_scores_gemma":[0.9998616,0.000041513413,0.0000127601525,0.0000112639955,0.000058825364,0.0000139558415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027208717,0.0010213524,0.0007709747,0.00092382735,0.00088392553,0.001385887,0.0018691693,0.0017143642,0.0039559654],"category_scores_gemma":[0.0009727547,0.0005357185,0.0010575006,0.0008994918,0.0007523689,0.0022029171,0.00085517473,0.0011398168,0.0008782533],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013050737,0.000038478054,0.0003067061,0.000057633642,0.000017537619,0.00016505743,0.00007621686,0.9361899,0.003917905,0.0473803,0.0014154329,0.010421724],"study_design_scores_gemma":[0.0000036012154,0.0000067420287,0.00005790656,0.0000045594315,0.0000048200527,0.000014421851,0.000012717133,0.99520665,0.00014810739,0.0031005794,0.0014344105,0.0000055301925],"about_ca_topic_score_codex":0.016091207,"about_ca_topic_score_gemma":0.012723875,"teacher_disagreement_score":0.016091207,"about_ca_system_score_codex":0.0010000151,"about_ca_system_score_gemma":0.0011383991,"threshold_uncertainty_score":0.031995058},"labels":[],"label_agreement":null},{"id":"W4229071601","doi":"10.1016/j.jweia.2022.104988","title":"Assessment of the aerodynamic performance of unconventional building shapes using 3D steady RANS with SST k-ω turbulence model","year":2022,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; University of New Brunswick","funders":"Mitacs; Government of Ontario; University of Toronto; Canada Foundation for Innovation; Ontario Research Foundation","keywords":"Reynolds-averaged Navier–Stokes equations; Aerodynamics; Computational fluid dynamics; Turbulence; Detached eddy simulation; Large eddy simulation; Engineering; Mechanics; Structural engineering; Aerospace engineering; Physics","score_opus":0.014355137449450578,"score_gpt":0.2100589032753819,"score_spread":0.19570376582593133,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229071601","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9864536,0.00007441001,0.009085611,0.000053020143,0.0000263225,0.000019662873,0.0002816186,0.0003209616,0.0036847822],"genre_scores_gemma":[0.99670535,0.000025485748,0.0026604836,0.000006536287,0.0000022722327,0.000008111764,0.00016609716,0.00002563349,0.0004000961],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999793,0.000046546502,0.00001643049,0.00003055903,0.00007384366,0.000039551865],"domain_scores_gemma":[0.9993543,0.00024032498,0.000058537822,0.0001406906,0.00014904312,0.0000572113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004226833,0.0006710869,0.0005369608,0.00040787976,0.0004814069,0.00074484164,0.00051673286,0.0010097154,0.0017393031],"category_scores_gemma":[0.0010840343,0.00031193823,0.0007354271,0.00037484584,0.0005478259,0.0006388422,0.000553257,0.00044225535,0.00038323697],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020266081,0.00007815059,0.0044097053,0.00004487212,0.00002597742,0.00019447017,0.000056585788,0.97718173,0.009688903,0.0004629583,0.00024238281,0.007411463],"study_design_scores_gemma":[0.000012467889,0.000110351095,0.00395269,0.0000054125176,0.000008389486,0.000025843801,0.000044376106,0.99341726,0.0021800087,0.0000812659,0.0001455586,0.000016397238],"about_ca_topic_score_codex":0.007856149,"about_ca_topic_score_gemma":0.007107912,"teacher_disagreement_score":0.007856149,"about_ca_system_score_codex":0.0002866922,"about_ca_system_score_gemma":0.0005028975,"threshold_uncertainty_score":0.015620887},"labels":[],"label_agreement":null},{"id":"W4280519275","doi":"10.1016/j.jweia.2022.105000","title":"Sensitivity of typhoon wind hazard in coastal region to the track modelling and the considered historical best track database","year":2022,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; Western University","keywords":"Typhoon; Track (disk drive); Advection; Meteorology; Tropical cyclone; Autoregressive model; Environmental science; Climatology; Statistics; Computer science; Geography; Mathematics; Geology","score_opus":0.04354307693513347,"score_gpt":0.21624929082629568,"score_spread":0.1727062138911622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280519275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99660444,0.0001510118,0.0006019422,0.00011138682,0.000020894024,0.0000072986622,0.0019563767,0.000067826535,0.00047881095],"genre_scores_gemma":[0.99797183,0.000047930032,0.00016123988,0.000010666747,0.00000630957,0.000002158832,0.0016787135,0.000008729923,0.00011242336],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993426,0.00016477126,0.00005755501,0.00021781232,0.000078898585,0.00013839606],"domain_scores_gemma":[0.9952009,0.002827949,0.00057550054,0.0005866263,0.0005045931,0.00030447682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019918527,0.0003714476,0.0004341034,0.00082396733,0.00027865218,0.0013603371,0.0005694472,0.00083230546,0.001327306],"category_scores_gemma":[0.006835052,0.0002943958,0.00081888074,0.0009062026,0.00039251932,0.0010346796,0.00043361806,0.0005484573,0.00016861512],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00088393275,0.00013893913,0.35799998,0.0000934615,0.0004916147,0.00034590406,0.00006647041,0.62859815,0.0032356158,0.00040744807,0.0012810975,0.006457318],"study_design_scores_gemma":[0.00005404937,0.00020507134,0.3988224,0.000036685862,0.00024413002,0.00021698572,0.00029603712,0.59630585,0.0026406732,0.00033438316,0.0007908504,0.000052968695],"about_ca_topic_score_codex":0.041930515,"about_ca_topic_score_gemma":0.016975194,"teacher_disagreement_score":0.041930515,"about_ca_system_score_codex":0.00081827503,"about_ca_system_score_gemma":0.000625552,"threshold_uncertainty_score":0.08337295},"labels":[],"label_agreement":null},{"id":"W4281682858","doi":"10.1016/j.jweia.2022.105046","title":"Calculating gas emissions from open-pit mines using inverse dispersion modelling: A numerical evaluation using CALPUFF and CFD-LS","year":2022,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; University of Guelph","funders":"","keywords":"Computational fluid dynamics; Atmospheric dispersion modeling; Dispersion (optics); Terrain; Environmental science; Meteorology; Range (aeronautics); Atmospheric sciences; Mechanics; Air pollution; Geology; Engineering; Chemistry; Aerospace engineering; Physics","score_opus":0.06544537778642116,"score_gpt":0.26057212199350527,"score_spread":0.1951267442070841,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281682858","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96141493,0.00014794612,0.031643562,0.000074834075,0.000024641584,0.0000698329,0.00022672949,0.00025975954,0.006137714],"genre_scores_gemma":[0.9851488,0.00007498168,0.013447048,0.000008534744,0.000004322781,0.000040149884,0.00010828081,0.0000382935,0.0011295344],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998056,0.00003700392,0.000015933745,0.000029572855,0.0000868073,0.000025136842],"domain_scores_gemma":[0.9991479,0.0005812654,0.00004639826,0.000048306272,0.00014816705,0.000027942946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044524536,0.00052674965,0.0007071492,0.000605843,0.00077386666,0.00082873437,0.0008302914,0.0014478024,0.0009816535],"category_scores_gemma":[0.001304775,0.00036590715,0.0007579207,0.0005943199,0.00043572855,0.00078519253,0.0004789716,0.0006004883,0.00017100105],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016054005,0.00015622898,0.0066242013,0.00010691878,0.000020787982,0.00013503096,0.00009459461,0.96883506,0.009016177,0.00068935205,0.00012329603,0.014037732],"study_design_scores_gemma":[0.000021444672,0.00007393704,0.0017452295,0.0000074785435,0.00000909556,0.000024769419,0.000037511687,0.9937417,0.0039721257,0.00019120648,0.00016607126,0.000009441627],"about_ca_topic_score_codex":0.024891563,"about_ca_topic_score_gemma":0.018782316,"teacher_disagreement_score":0.024891563,"about_ca_system_score_codex":0.00094994996,"about_ca_system_score_gemma":0.0011716846,"threshold_uncertainty_score":0.049493313},"labels":[],"label_agreement":null},{"id":"W4281698534","doi":"10.1016/j.jweia.2022.105047","title":"Large-eddy simulation of a developing turbulent boundary layer over a wall-mounted hemisphere under the influence of a surrounding ditch: Flow characteristics and aerodynamic forces","year":2022,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Turbulence; Boundary layer; Mechanics; Vortex; Geology; Large eddy simulation; Reynolds number; Mean flow; Wake; Meteorology; Physics","score_opus":0.01189526427600175,"score_gpt":0.2203371403254517,"score_spread":0.20844187604944997,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281698534","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939441,0.00003467874,0.0020512464,0.00008920521,0.000024026205,0.000022370958,0.00015978543,0.00011231132,0.0035623298],"genre_scores_gemma":[0.9982407,0.000015702542,0.0007703237,0.000014254755,0.0000033514045,0.000008634838,0.00009083425,0.00001765198,0.0008385127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999213,0.000014099029,0.000003689696,0.000013058174,0.000015200813,0.00003254067],"domain_scores_gemma":[0.9996093,0.00017374038,0.000030391548,0.000020397692,0.000046587018,0.00011958359],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019568532,0.0004601175,0.0006313689,0.00030928783,0.00091154955,0.00075944077,0.00071322516,0.001359641,0.0025887794],"category_scores_gemma":[0.0006271406,0.00033002277,0.0004893188,0.00030501114,0.0006926922,0.000485665,0.0004378857,0.00079069665,0.00014758564],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039662526,0.0003769528,0.006370483,0.000043594697,0.000042063097,0.0005024897,0.00009534005,0.9786048,0.010467524,0.0005936525,0.00046278012,0.0020438172],"study_design_scores_gemma":[0.00005463635,0.00009738115,0.0040062536,0.0000034062828,0.0000088072375,0.000016571119,0.000064295564,0.9942959,0.0012835945,0.000059642694,0.00009940852,0.000010057153],"about_ca_topic_score_codex":0.03684069,"about_ca_topic_score_gemma":0.02265472,"teacher_disagreement_score":0.03684069,"about_ca_system_score_codex":0.00088297273,"about_ca_system_score_gemma":0.0011459073,"threshold_uncertainty_score":0.0732525},"labels":[],"label_agreement":null},{"id":"W4289636891","doi":"10.1016/j.jweia.2022.105103","title":"On the mechanism of divergent cable movement: Contribution of the bistable flow activity in the critical flow regime","year":2022,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Bistability; Reynolds number; Flow (mathematics); Mechanics; Cylinder; Instability; Wind tunnel; Aerodynamics; Flow visualization; Vibration; Displacement (psychology); Critical speed; Structural engineering; Geology; Physics; Engineering; Acoustics; Mechanical engineering; Turbulence","score_opus":0.01127176638968123,"score_gpt":0.19220960481692026,"score_spread":0.18093783842723904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4289636891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6366498,0.0049188077,0.28419864,0.0029807403,0.00094106834,0.00010090321,0.00014707369,0.0005514138,0.06951163],"genre_scores_gemma":[0.99359494,0.00069159956,0.0029508728,0.00008612979,0.0001342193,0.000015070668,0.000022127891,0.000054867538,0.0024501616],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999312,0.000015644013,0.0000027253695,0.000017546114,0.000015147377,0.000017745442],"domain_scores_gemma":[0.9995747,0.00019347398,0.00005467452,0.00004873823,0.000051504943,0.00007685727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027787383,0.0005251754,0.00055011694,0.00072839606,0.00043348025,0.0009550742,0.00085409527,0.0010039059,0.0045682597],"category_scores_gemma":[0.0012202669,0.00022410185,0.0003858925,0.00021825415,0.0015363715,0.0015175664,0.0007932898,0.000806427,0.000344101],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004031429,0.00021472348,0.0021689385,0.0004205012,0.00006336636,0.0018765756,0.0004796855,0.11556607,0.14583914,0.69477963,0.0032016463,0.03498657],"study_design_scores_gemma":[0.000047217534,0.000084742846,0.0026668282,0.000031295374,0.000021652673,0.0003834494,0.00011044942,0.8555343,0.0043348176,0.135527,0.0011906177,0.000067610075],"about_ca_topic_score_codex":0.00034610246,"about_ca_topic_score_gemma":0.0001946026,"teacher_disagreement_score":0.0045682597,"about_ca_system_score_codex":0.0002445735,"about_ca_system_score_gemma":0.00018885742,"threshold_uncertainty_score":0.015282333},"labels":[],"label_agreement":null},{"id":"W4294795171","doi":"10.1016/j.jweia.2022.105143","title":"Optimization of wind turbine performance by vibration control and deicing","year":2022,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Icing and De-icing Technologies","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Rimouski","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vibration; Structural engineering; Turbine blade; Vibration control; Icing; Actuator; Engineering; Inflow; Controller (irrigation); Turbine; Control theory (sociology); Mechanical engineering; Acoustics; Computer science; Mechanics; Meteorology; Physics; Electrical engineering","score_opus":0.006126236980010741,"score_gpt":0.1637945036085354,"score_spread":0.15766826662852465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4294795171","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6451824,0.0005966252,0.34222355,0.00021309714,0.00009031581,0.000064726155,0.0000443971,0.00033763616,0.011247318],"genre_scores_gemma":[0.9950594,0.000032828124,0.004324348,0.000009919254,0.0000062635586,0.000007495776,0.000010004824,0.000014802144,0.00053502375],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987733,0.000025171656,0.00000992332,0.000027274913,0.00003178644,0.000028444148],"domain_scores_gemma":[0.9997917,0.00009049875,0.0000437441,0.0000124080225,0.0000461357,0.000015506139],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002963928,0.0006577533,0.0005109137,0.0002065144,0.00023304827,0.0005257011,0.00026219408,0.00056304736,0.0009422617],"category_scores_gemma":[0.0006823647,0.00025486085,0.00023773883,0.00017219876,0.00021505765,0.00031984423,0.00024383377,0.00033021477,0.00016878902],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004387174,0.00021074737,0.0012124332,0.00014261145,0.000049521055,0.00008743532,0.00003926852,0.8052341,0.13544539,0.00092708156,0.00029899686,0.05591377],"study_design_scores_gemma":[0.0000325386,0.00041377524,0.0019543718,0.0000080226,0.000025488162,0.00002615655,0.00001942891,0.9825163,0.014540949,0.00021698496,0.00023650574,0.000009458208],"about_ca_topic_score_codex":0.00089388335,"about_ca_topic_score_gemma":0.0010028133,"teacher_disagreement_score":0.0009422617,"about_ca_system_score_codex":0.00019227077,"about_ca_system_score_gemma":0.0002742028,"threshold_uncertainty_score":0.0031521916},"labels":[],"label_agreement":null},{"id":"W4299285421","doi":"10.1016/j.jweia.2022.105184","title":"Hourly wind data for aeolian vibration analysis of overhead transmission line conductors","year":2022,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aeolian processes and effects","field":"Earth and Planetary Sciences","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; McGill University","funders":"Fonds de recherche du Québec – Nature et technologies; Hydro-Québec; Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Wind speed; Meteorology; Terrain; Lidar; Wind direction; Environmental science; Interpolation (computer graphics); Remote sensing; Wind power; Aeolian processes; Anemometer; Geology; Computer science; Engineering; Geography","score_opus":0.0357318602334673,"score_gpt":0.23354595426976293,"score_spread":0.19781409403629563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4299285421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967803,0.000027350663,0.00039807335,0.000018023253,0.0000066037096,0.000006680303,0.0017919359,0.000051357085,0.0009196922],"genre_scores_gemma":[0.99712425,0.000018595209,0.00036179923,0.0000030930537,0.000002918597,0.00000551131,0.0022322936,0.000009751721,0.00024164128],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9999063,0.000014203449,0.000009154174,0.00002207283,0.000030316847,0.000017972588],"domain_scores_gemma":[0.99969304,0.00008316422,0.000035455214,0.00004407477,0.00010501739,0.000039278],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020349778,0.00028506125,0.00026588503,0.00079723605,0.00028278958,0.00025739928,0.00024360674,0.0005185375,0.0012212],"category_scores_gemma":[0.0004241871,0.00016443394,0.00024351617,0.00064013945,0.00010315817,0.0002802222,0.0001388776,0.00026234434,0.0003319131],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017347384,0.0007958695,0.5074629,0.0003108287,0.000323819,0.0015312743,0.0007486698,0.3414367,0.055556197,0.0008063076,0.007320278,0.08197235],"study_design_scores_gemma":[0.00004073498,0.00012090632,0.86951214,0.000018198414,0.000036244717,0.00011394192,0.00022941579,0.12525593,0.0030180851,0.000092458926,0.00153718,0.00002478019],"about_ca_topic_score_codex":0.0125350235,"about_ca_topic_score_gemma":0.017231558,"teacher_disagreement_score":0.0125350235,"about_ca_system_score_codex":0.00026003813,"about_ca_system_score_gemma":0.00015425112,"threshold_uncertainty_score":0.024924159},"labels":[],"label_agreement":null},{"id":"W4306362656","doi":"10.1016/j.jweia.2022.105208","title":"High-fidelity CFD modeling of pollutant dispersion from aircraft auxiliary power units (APUs) at a realistic airport and the effects on airport air quality","year":2022,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Advanced Aircraft Design and Technologies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Computational fluid dynamics; Aerospace engineering; Auxiliary power unit; Environmental science; Fidelity; Dispersion (optics); Engineering; Power (physics); Marine engineering; Physics; Telecommunications","score_opus":0.014423267601110923,"score_gpt":0.20891448444662142,"score_spread":0.1944912168455105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306362656","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9658402,0.00026656507,0.019237064,0.00040446912,0.00011337522,0.00007869113,0.00073278387,0.00025728875,0.013069604],"genre_scores_gemma":[0.9956664,0.000086013126,0.0022692825,0.000027886104,0.000016847884,0.000020023697,0.00020114008,0.000026596601,0.0016858228],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997402,0.000051355568,0.000018811394,0.000045798413,0.000067511035,0.00007634718],"domain_scores_gemma":[0.9994104,0.00029979862,0.000058625912,0.000045981746,0.00012594344,0.000059301365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033863366,0.00066207215,0.0010038648,0.0005334136,0.0011324044,0.0016192404,0.0009324903,0.0025085695,0.0017619879],"category_scores_gemma":[0.0011741807,0.00059834134,0.0010784453,0.0006351737,0.00084714993,0.0008631566,0.0006612996,0.0011145768,0.000247868],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006136951,0.000089603636,0.0032314148,0.000020770553,0.000015661819,0.0001380315,0.0000421813,0.99210113,0.0020616346,0.00047345026,0.00018769794,0.001576997],"study_design_scores_gemma":[0.0000130416975,0.000025422923,0.0011756141,0.000003226717,0.000005360782,0.000011975041,0.00002585605,0.99809784,0.00045471292,0.0000727189,0.00010567498,0.000008709926],"about_ca_topic_score_codex":0.06972102,"about_ca_topic_score_gemma":0.02683781,"teacher_disagreement_score":0.06972102,"about_ca_system_score_codex":0.001398992,"about_ca_system_score_gemma":0.0014678632,"threshold_uncertainty_score":0.13863039},"labels":[],"label_agreement":null},{"id":"W4313380937","doi":"10.1016/j.jweia.2022.105254","title":"Gust effect factors for regions of separated flow around rigid low-, mid-, and high-rise buildings","year":2022,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Western University","keywords":"Strouhal number; Aerodynamics; Flow (mathematics); Vortex shedding; Wind tunnel; Mechanics; Kármán vortex street; Gaussian; Admittance; Skewness; Boundary layer; Meteorology; Structural engineering; Geology; Physics; Mathematics; Engineering; Turbulence; Reynolds number; Statistics","score_opus":0.010115080244147947,"score_gpt":0.20156283214378407,"score_spread":0.19144775189963611,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313380937","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99846953,0.0000632931,0.0006891038,0.000008530052,0.0000050846447,0.0000078744115,0.00010340827,0.00002369479,0.0006294283],"genre_scores_gemma":[0.99981016,0.000008929405,0.00007403525,0.0000012917751,0.0000015731573,0.0000010309817,0.000055436038,0.0000034348532,0.000044263517],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984205,0.000021619342,0.000008215196,0.000018752442,0.00003568311,0.00007375044],"domain_scores_gemma":[0.99873227,0.0007143694,0.00014172256,0.000054522836,0.00020572524,0.0001513973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033335315,0.00030841774,0.00039230852,0.0008329347,0.00039627834,0.0005791119,0.00019999954,0.00032066583,0.0016325479],"category_scores_gemma":[0.0010725551,0.00018004689,0.0005371025,0.00040690694,0.00029310305,0.0004333022,0.0003137564,0.0002367095,0.00017881795],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.010102885,0.00063852046,0.5936021,0.00024083622,0.00027715942,0.0019131834,0.00085443025,0.26370177,0.09180623,0.0011252342,0.0013337985,0.03440384],"study_design_scores_gemma":[0.00008492593,0.0005067164,0.86922085,0.000023214181,0.00016405973,0.00030442263,0.0007016082,0.119236715,0.009224317,0.00022698917,0.00024937562,0.000056785568],"about_ca_topic_score_codex":0.0059365937,"about_ca_topic_score_gemma":0.0073919883,"teacher_disagreement_score":0.0059365937,"about_ca_system_score_codex":0.00031607266,"about_ca_system_score_gemma":0.00024986186,"threshold_uncertainty_score":0.011804104},"labels":[],"label_agreement":null},{"id":"W4319047682","doi":"10.1016/j.jweia.2022.105296","title":"Extended scaling approach for droplet flow and glaze ice accretion on a rotating wind turbine blade","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Icing and De-icing Technologies","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Prince Edward Island; Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada; Memorial University of Newfoundland","keywords":"Icing; Blade element momentum theory; Turbine; Glaze; Scaling; Mechanics; Turbine blade; Wind speed; Blade (archaeology); Rotational speed; Computational fluid dynamics; Flow (mathematics); Engineering; Marine engineering; Meteorology; Geology; Materials science; Structural engineering; Mechanical engineering; Geometry; Physics; Mathematics","score_opus":0.021063655094126103,"score_gpt":0.21801034190042598,"score_spread":0.19694668680629987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319047682","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2513954,0.002300766,0.6976945,0.0011980016,0.0011208965,0.00037244178,0.00035021218,0.0005898027,0.044978056],"genre_scores_gemma":[0.93256474,0.0012371079,0.0450813,0.00033392504,0.00060725195,0.00018515441,0.00020681208,0.00030164677,0.019482106],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998149,0.000062979634,0.000013373609,0.000036321493,0.00004747419,0.000025022176],"domain_scores_gemma":[0.99951935,0.0001266622,0.0000679683,0.000057526337,0.00016575398,0.00006284344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004749154,0.00095437287,0.0013950473,0.0007629407,0.00063461455,0.0014209226,0.0014420899,0.0018233835,0.004215616],"category_scores_gemma":[0.0016355802,0.00041297107,0.0011513518,0.00048353462,0.0011660713,0.0016788234,0.0013930246,0.001213763,0.00057685445],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001891079,0.0003769711,0.0022871322,0.00038015988,0.0001228028,0.001863856,0.00031974027,0.81671333,0.023779778,0.11996458,0.004089568,0.029913098],"study_design_scores_gemma":[0.000004344204,0.0000104508035,0.0001283629,0.0000029893547,0.000002664107,0.000017151375,0.000014998078,0.9972994,0.00012330362,0.0021492117,0.0002422567,0.0000048686056],"about_ca_topic_score_codex":0.0048565487,"about_ca_topic_score_gemma":0.00266015,"teacher_disagreement_score":0.0048565487,"about_ca_system_score_codex":0.00063457433,"about_ca_system_score_gemma":0.00059834647,"threshold_uncertainty_score":0.014102697},"labels":[],"label_agreement":null},{"id":"W4321336702","doi":"10.1016/j.jweia.2023.105348","title":"An investigation of the effect of surface roughness on the mean flow properties of “tornado-like” vortices using large eddy simulations","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University; Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mechanics; Surface roughness; Vortex; RADIUS; Large eddy simulation; Surface finish; Tornado; Roughness length; Momentum (technical analysis); Materials science; Angular momentum; Flow (mathematics); Drag; Turbulence; Meteorology; Physics; Classical mechanics; Wind speed; Composite material","score_opus":0.021292794159573223,"score_gpt":0.20934068608316095,"score_spread":0.18804789192358773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321336702","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972428,0.000044570195,0.0017553822,0.000028532486,0.00001182611,0.000010815973,0.00006136684,0.000059906066,0.0007847965],"genre_scores_gemma":[0.9992638,0.00001609302,0.00058129436,0.0000047945355,0.0000027411472,0.000004156552,0.000030299621,0.000012110171,0.0000846779],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989617,0.000029406898,0.000007979711,0.000018287108,0.000020648311,0.00002752558],"domain_scores_gemma":[0.99914074,0.00055534573,0.00007325892,0.000075028685,0.00010876092,0.000046828056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026121223,0.0003650627,0.0003970698,0.00025680388,0.00039664985,0.00051670254,0.000337734,0.00050556887,0.0006866316],"category_scores_gemma":[0.0014843689,0.00023536953,0.00044897295,0.00023294009,0.00037872652,0.00044884134,0.00021146133,0.00044111183,0.00005003119],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008790548,0.00044603064,0.020420665,0.00013048838,0.00014232488,0.0004589346,0.00014785802,0.8572782,0.10961866,0.0012779383,0.0005373887,0.008662459],"study_design_scores_gemma":[0.000032963002,0.00010949049,0.0078605125,0.0000034729662,0.000015399508,0.000017106428,0.000023506225,0.9853098,0.0064576846,0.000061051614,0.00009579173,0.000013181246],"about_ca_topic_score_codex":0.0060614967,"about_ca_topic_score_gemma":0.003137531,"teacher_disagreement_score":0.0060614967,"about_ca_system_score_codex":0.00025068579,"about_ca_system_score_gemma":0.0002677663,"threshold_uncertainty_score":0.012052417},"labels":[],"label_agreement":null},{"id":"W4321768211","doi":"10.1016/j.jweia.2023.105346","title":"Computational wind engineering: 30 years of research progress in building structures and environment","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":83,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Computational fluid dynamics; Wind engineering; CFD in buildings; Planetary boundary layer; Civil engineering; Computational simulation; Environmental science; Meteorology; Aerodynamics; Engineering; Marine engineering; Aerospace engineering; Boundary layer; Computer science; Geography","score_opus":0.02379116340550128,"score_gpt":0.25606675344762236,"score_spread":0.2322755900421211,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321768211","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0052176234,0.8896201,0.061629992,0.008317126,0.004894077,0.000036753736,0.00017527038,0.0002432901,0.02986566],"genre_scores_gemma":[0.056636553,0.8737935,0.04688165,0.001852823,0.008446495,0.00007836406,0.0005193459,0.00029730896,0.011493993],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989932,0.00028353743,0.00007372051,0.00016060463,0.00041797073,0.00007093257],"domain_scores_gemma":[0.99739766,0.0016314902,0.000094271534,0.00021897184,0.0005279333,0.00012964288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018443264,0.00092208403,0.0011481062,0.0019412042,0.00062684447,0.0026634852,0.0010406466,0.0016076273,0.0050636604],"category_scores_gemma":[0.004209967,0.0004901352,0.0006747851,0.004404955,0.0018567152,0.0043500643,0.0023419166,0.0023480565,0.0017598665],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006567183,0.00007912196,0.0017598219,0.003219153,0.00010623715,0.0001064004,0.00061320036,0.017405322,0.0012389068,0.14453621,0.049805805,0.78106415],"study_design_scores_gemma":[0.00001539451,0.00012067634,0.0021335771,0.0021359418,0.000044387314,0.00032656087,0.0005759197,0.012583947,0.0006572074,0.08424556,0.8971002,0.00006062584],"about_ca_topic_score_codex":0.0012451907,"about_ca_topic_score_gemma":0.001532868,"teacher_disagreement_score":0.0050636604,"about_ca_system_score_codex":0.0008341789,"about_ca_system_score_gemma":0.0010227658,"threshold_uncertainty_score":0.01693958},"labels":[],"label_agreement":null},{"id":"W4353074358","doi":"10.1016/j.jweia.2023.105398","title":"Comparative study of typhoon wind hazard estimation in coastal region of China using different wind field parameter models","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Typhoon; Wind speed; Environmental science; Meteorology; Wind power; Climatology; Geology; Geography; Engineering","score_opus":0.06742441108820048,"score_gpt":0.26918258245968757,"score_spread":0.2017581713714871,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4353074358","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99742067,0.00009109452,0.0019447245,0.000028146793,0.0000045995994,0.000005811433,0.00013615165,0.00003214612,0.0003366018],"genre_scores_gemma":[0.99893504,0.00005825085,0.0005006337,0.0000036080562,0.000002986566,0.0000023613811,0.000350945,0.000003248101,0.00014293288],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977416,0.000052217394,0.00002271271,0.000061149,0.000038791128,0.000051034684],"domain_scores_gemma":[0.9991716,0.00039922207,0.000091532645,0.000073632415,0.00020097422,0.000063170985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011994055,0.00053626363,0.00035007996,0.0010837322,0.00030034737,0.0006269024,0.00041784282,0.00039996373,0.0007529495],"category_scores_gemma":[0.0014949426,0.00024939512,0.0006853813,0.00063927914,0.00016880881,0.0008696234,0.0002943986,0.00020267269,0.000094666226],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006871501,0.0002762593,0.5431212,0.00016756164,0.00044583288,0.00045325077,0.0003824003,0.38519883,0.0053469087,0.0006217583,0.00085551804,0.062443264],"study_design_scores_gemma":[0.000034847875,0.00017804555,0.29617563,0.000016159715,0.0001987716,0.00007209968,0.0004391707,0.70056784,0.0017191359,0.00022309905,0.000342209,0.000032968303],"about_ca_topic_score_codex":0.046576984,"about_ca_topic_score_gemma":0.036110643,"teacher_disagreement_score":0.046576984,"about_ca_system_score_codex":0.0005172742,"about_ca_system_score_gemma":0.0008047316,"threshold_uncertainty_score":0.09261173},"labels":[],"label_agreement":null},{"id":"W4360609844","doi":"10.1016/j.jweia.2023.105406","title":"Effects of turbulence intensity and integral length scale on the surface pressure on a rectangular 5:1 cylinder","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"State Key Laboratory for Disaster Reduction in Civil Engineering; China Scholarship Council; National Natural Science Foundation of China","keywords":"Turbulence; Turbulence kinetic energy; Mechanics; Cylinder; Intensity (physics); Inflow; Physics; Isotropy; Homogeneous isotropic turbulence; Drag; Surface pressure; Geometry; Mathematics; Optics; Reynolds number; Direct numerical simulation","score_opus":0.00954336030287439,"score_gpt":0.18621046510738645,"score_spread":0.17666710480451206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360609844","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971174,0.00008952825,0.0010956564,0.000045462402,0.000015645881,0.000007573592,0.000034854806,0.00005743299,0.0015363769],"genre_scores_gemma":[0.99960023,0.000023786366,0.0000958385,0.0000039554216,0.0000048918923,0.0000016542959,0.000014400109,0.000008433831,0.00024688555],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999754,0.000042280353,0.000011227821,0.000035191453,0.00006101862,0.00009625309],"domain_scores_gemma":[0.9976411,0.001724429,0.00012135275,0.000076187316,0.0002520581,0.00018497466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043978027,0.0002929678,0.00063531235,0.000452643,0.00061982806,0.0007363892,0.00046059606,0.00045726408,0.0025786282],"category_scores_gemma":[0.0022044594,0.00025665798,0.00036234455,0.0004027775,0.0010484718,0.0004356767,0.0004783691,0.0005132584,0.00019140301],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.011588319,0.0009108049,0.020120442,0.0003398201,0.00010635631,0.0028991995,0.00089721027,0.34299728,0.5859975,0.0062028007,0.0016510171,0.026289145],"study_design_scores_gemma":[0.00026944437,0.0031231726,0.112295106,0.00003658226,0.00016475831,0.0003742403,0.00066959386,0.69045067,0.19056459,0.00090923865,0.0008790987,0.00026361496],"about_ca_topic_score_codex":0.0046933154,"about_ca_topic_score_gemma":0.0015061493,"teacher_disagreement_score":0.0046933154,"about_ca_system_score_codex":0.0004857928,"about_ca_system_score_gemma":0.00048433634,"threshold_uncertainty_score":0.009332001},"labels":[],"label_agreement":null},{"id":"W4365455932","doi":"10.1016/j.jweia.2023.105412","title":"Analyzing, modelling, and simulating nonstationary thunderstorm winds in two horizontal orthogonal directions at a point in space","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Meteorological Phenomena and Simulations","field":"Earth and Planetary Sciences","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thunderstorm; Point (geometry); Meteorology; Space (punctuation); Environmental science; Atmospheric sciences; Geometry; Geology; Physics; Computer science; Mathematics","score_opus":0.030532720323494994,"score_gpt":0.23273292808843046,"score_spread":0.20220020776493547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4365455932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.973203,0.000070390175,0.025352268,0.000050062754,0.000020462569,0.000027815428,0.000071182905,0.00013294624,0.001071884],"genre_scores_gemma":[0.991202,0.000054180215,0.0082401065,0.000006437745,0.000008861648,0.0000135434,0.000095291856,0.000019176841,0.00036035554],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987423,0.00003176295,0.000009319739,0.000024684125,0.000028124769,0.000031841133],"domain_scores_gemma":[0.99934024,0.00043939124,0.00006831826,0.000041177984,0.0000689735,0.000041987583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035294666,0.00070414995,0.0005169035,0.0004447164,0.00043007347,0.0008428813,0.0006482531,0.0011938534,0.00051029463],"category_scores_gemma":[0.0014364758,0.00049341307,0.00067365356,0.0005209054,0.000547268,0.0008838835,0.00037813053,0.00056432065,0.00007339636],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003654629,0.00004621035,0.002471295,0.000012711627,0.000015082451,0.00003445375,0.000026032367,0.99239177,0.0024635685,0.00018586822,0.000037361406,0.0022791629],"study_design_scores_gemma":[0.000005156087,0.000013276239,0.00062472967,6.2905116e-7,0.0000034525763,0.0000030982037,0.000011138179,0.99876153,0.0004874112,0.00006973382,0.000017502407,0.0000023662544],"about_ca_topic_score_codex":0.0300559,"about_ca_topic_score_gemma":0.022495523,"teacher_disagreement_score":0.0300559,"about_ca_system_score_codex":0.0005051909,"about_ca_system_score_gemma":0.00075398554,"threshold_uncertainty_score":0.05976194},"labels":[],"label_agreement":null},{"id":"W4367839073","doi":"10.1016/j.jweia.2023.105441","title":"Wind loading on a stepped roof building: Comparison of field measurements, wind tunnel data, and standard provisions","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Concordia University","funders":"Concordia University","keywords":"Roof; Wind tunnel; Engineering; Structural engineering; Geotechnical engineering; Enhanced Data Rates for GSM Evolution; Marine engineering; Aerospace engineering","score_opus":0.057923994723941157,"score_gpt":0.2780808344541551,"score_spread":0.22015683973021394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367839073","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993205,0.0000040202654,0.0001921371,0.0000029453588,0.0000020118364,0.000006588046,0.0001264654,0.000024388664,0.0003210206],"genre_scores_gemma":[0.9996716,0.0000049537534,0.00013089203,9.778503e-7,7.515657e-7,0.0000031472784,0.00011491605,0.0000026400423,0.00007017761],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99980456,0.000026288972,0.00001473449,0.00003635064,0.00008011688,0.000037973165],"domain_scores_gemma":[0.999466,0.00015221833,0.000051982068,0.0000755319,0.00016583684,0.00008847213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028295704,0.00036392352,0.0004099516,0.00075856777,0.00060658285,0.0004352754,0.00035599087,0.00041659217,0.0009726217],"category_scores_gemma":[0.0005182545,0.00021138252,0.00024222222,0.000564552,0.00040517593,0.00032490448,0.000244518,0.00024928813,0.0002527206],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0038327132,0.0020344346,0.646727,0.00022366692,0.00017995347,0.0021063497,0.0013653943,0.06893192,0.22005881,0.00036505205,0.0014212667,0.052753363],"study_design_scores_gemma":[0.000041072508,0.0008199841,0.9513985,0.000010961618,0.000050428444,0.0001984566,0.0006649496,0.03489285,0.0115358895,0.000057428966,0.0003008047,0.000028775876],"about_ca_topic_score_codex":0.009668249,"about_ca_topic_score_gemma":0.018509429,"teacher_disagreement_score":0.009668249,"about_ca_system_score_codex":0.00029882614,"about_ca_system_score_gemma":0.00030302195,"threshold_uncertainty_score":0.019223988},"labels":[],"label_agreement":null},{"id":"W4375867636","doi":"10.1016/j.jweia.2023.105446","title":"Projected changes of wind-driven rain and moisture load in wall assemblies across Canada","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"Infrastructure Canada","keywords":"Moisture; Environmental science; Climate change; Climate zones; Water content; Wind speed; Meteorology; Atmospheric sciences; Climatology; Geotechnical engineering; Geology; Geography","score_opus":0.014015739696984749,"score_gpt":0.21208424514706906,"score_spread":0.1980685054500843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4375867636","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932326,0.00008406342,0.00024787692,0.00020668645,0.000009683582,0.000015175483,0.0030452781,0.00003849067,0.0031201225],"genre_scores_gemma":[0.9958305,0.00009855369,0.00019816389,0.000030792005,0.000002022684,0.0000074884115,0.0010177972,0.0000064457927,0.002808212],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997154,0.00001152437,0.000008140159,0.00003064941,0.00010009,0.00013424226],"domain_scores_gemma":[0.99931586,0.0000251041,0.00004837465,0.000007774499,0.00048235554,0.00012056439],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002100066,0.00031149603,0.00021844609,0.0006278606,0.0013302541,0.001201628,0.00056877045,0.0005373253,0.0029884598],"category_scores_gemma":[0.0005364157,0.0002355954,0.00040507864,0.0013550648,0.00031312232,0.00032135687,0.00052276417,0.0004558077,0.00036886276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004263453,0.00016754107,0.94229025,0.00008174104,0.0001305421,0.00071990135,0.0015010345,0.022351854,0.007109588,0.000928468,0.004209904,0.020082764],"study_design_scores_gemma":[0.000006575731,0.000019063562,0.99095774,0.000008588476,0.000011847631,0.000025277357,0.0012871601,0.0054422524,0.0003784577,0.00003082928,0.0018200531,0.00001214381],"about_ca_topic_score_codex":0.9900774,"about_ca_topic_score_gemma":0.9945604,"teacher_disagreement_score":0.017873297,"about_ca_system_score_codex":0.017873297,"about_ca_system_score_gemma":0.011655213,"threshold_uncertainty_score":0.12968045},"labels":[],"label_agreement":null},{"id":"W4383213903","doi":"10.1016/j.jweia.2023.105489","title":"Wind loading of rooftop PV panels cover plate: A codification-oriented study","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Wind engineering; Wind tunnel; Marine engineering; Terrain; Current (fluid); Environmental science; Photovoltaic system; Structural engineering; Scale (ratio); Wind power; Full scale; Engineering; Meteorology; Aerospace engineering; Electrical engineering; Geography","score_opus":0.02153047663675295,"score_gpt":0.22242836315822115,"score_spread":0.2008978865214682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383213903","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99188316,0.000082598446,0.002946685,0.000016962613,0.000013771528,0.000024273291,0.000083586834,0.000025254198,0.00492371],"genre_scores_gemma":[0.9984296,0.000051927123,0.00029805946,0.000002892842,0.0000030074198,0.000006117737,0.000051773884,0.0000082456245,0.0011484025],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999244,0.000009980964,0.0000046915743,0.000013023989,0.000025852161,0.00002199485],"domain_scores_gemma":[0.99985445,0.00005097472,0.000018727029,0.000023166867,0.00004318633,0.00000955156],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000886731,0.00041449547,0.0005133626,0.00031418714,0.00038290155,0.000579851,0.0003941598,0.0006742184,0.002671974],"category_scores_gemma":[0.00028795065,0.00018932908,0.0005673682,0.00024367272,0.00036363775,0.00042669591,0.0002621146,0.0002827152,0.00039075935],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012975273,0.0008340828,0.022512551,0.00059462886,0.00010309664,0.003151167,0.00038725467,0.55556786,0.366307,0.0023853257,0.0012078176,0.04565171],"study_design_scores_gemma":[0.000038169408,0.0005926214,0.049974572,0.000028128552,0.000059395123,0.00031273122,0.0006213747,0.8867735,0.06023127,0.0004377614,0.0008919858,0.000038583887],"about_ca_topic_score_codex":0.0040586395,"about_ca_topic_score_gemma":0.0024031366,"teacher_disagreement_score":0.0040586395,"about_ca_system_score_codex":0.00018174358,"about_ca_system_score_gemma":0.0001889172,"threshold_uncertainty_score":0.00893867},"labels":[],"label_agreement":null},{"id":"W4384898935","doi":"10.1016/j.jweia.2023.105492","title":"Performance-based wind and earthquake design framework for tall steel buildings with ductile detailing","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Seismic analysis; Low-rise; Seismic hazard; Wind engineering; Seismic loading; Incremental Dynamic Analysis; Building code; Geology; Engineering; Seismology","score_opus":0.021695964158777642,"score_gpt":0.20519017804557915,"score_spread":0.1834942138868015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384898935","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020598127,0.00009162653,0.97191745,0.00006631491,0.000020649155,0.00007158244,0.000077831945,0.00028736575,0.0068689925],"genre_scores_gemma":[0.8000931,0.00028331368,0.19236305,0.000050695315,0.000040063693,0.000191166,0.0002686,0.00018622138,0.0065237507],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968505,0.000058525704,0.000014476101,0.00003155094,0.00015978621,0.000050666196],"domain_scores_gemma":[0.99976,0.000057538484,0.000031212978,0.000022946959,0.00010830381,0.000019950832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000663446,0.0010875226,0.0009932801,0.0006513434,0.00046324587,0.0009928358,0.0012297865,0.0008447998,0.004005645],"category_scores_gemma":[0.00088450016,0.0004986435,0.00073982036,0.00036639618,0.00046025042,0.0005290103,0.0012022514,0.00067594077,0.0006308901],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009025667,0.00001791097,0.00013936692,0.00002138888,0.0000066900707,0.000024605259,0.000015574118,0.9880504,0.0015672828,0.0034034462,0.00013964418,0.0066046803],"study_design_scores_gemma":[0.0000015990065,0.000013961295,0.000038256992,0.0000026125915,0.0000030566757,0.00000514424,0.0000060512425,0.9987729,0.00023875965,0.0006465486,0.00026932347,0.0000017310103],"about_ca_topic_score_codex":0.0050720326,"about_ca_topic_score_gemma":0.006680721,"teacher_disagreement_score":0.0050720326,"about_ca_system_score_codex":0.00050955004,"about_ca_system_score_gemma":0.0010921167,"threshold_uncertainty_score":0.013400197},"labels":[],"label_agreement":null},{"id":"W4385247398","doi":"10.1016/j.jweia.2023.105512","title":"Extended spectral proper orthogonal decomposition for analysis of correlated surrounding flow structures and wind load components of a building","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Research Grants Council, University Grants Committee","keywords":"Wake; Conical surface; Vortex; Turbulence; Flow (mathematics); Wind engineering; Mode (computer interface); Wind tunnel; Mechanics; Meteorology; Physics; Geometry; Mathematics; Computer science","score_opus":0.02047643856196353,"score_gpt":0.24318338800838077,"score_spread":0.22270694944641722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385247398","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.035166327,0.00014599788,0.96371996,0.00003366843,0.000024265222,0.000027723463,0.000081373895,0.00015596418,0.00064466486],"genre_scores_gemma":[0.50596124,0.0005545609,0.49116948,0.000045743443,0.00004748312,0.0001251879,0.0006275641,0.00010544562,0.0013632495],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979144,0.000058596495,0.000014562859,0.000040717514,0.000072104485,0.000022642123],"domain_scores_gemma":[0.9996358,0.00014591878,0.00005323545,0.00004265457,0.00010158522,0.00002076672],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054228934,0.0006072593,0.00032677082,0.0010459338,0.00021765147,0.00048628115,0.0002867559,0.0003015881,0.0011962575],"category_scores_gemma":[0.0012703248,0.00019806274,0.0005904582,0.0009330159,0.000326038,0.000755739,0.0005551729,0.0005668117,0.00020527058],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003179147,0.00022537465,0.0098114405,0.00041539685,0.00016823181,0.00038776227,0.00033360795,0.35196814,0.080569424,0.028525194,0.0022359912,0.5250416],"study_design_scores_gemma":[0.000006100751,0.000038060884,0.0021625,0.0000090136255,0.000010769384,0.000039663584,0.000044496537,0.99151284,0.0023698593,0.0027463818,0.0010471467,0.000013238184],"about_ca_topic_score_codex":0.001259555,"about_ca_topic_score_gemma":0.0014229679,"teacher_disagreement_score":0.001259555,"about_ca_system_score_codex":0.00015748161,"about_ca_system_score_gemma":0.00049695687,"threshold_uncertainty_score":0.0040019155},"labels":[],"label_agreement":null},{"id":"W4385775682","doi":"10.1016/j.jweia.2023.105540","title":"Computational study of the effect of building height on the performance of roof-mounted VAWT","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind Energy Research and Development","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Vertical axis wind turbine; Roof; Computational fluid dynamics; Turbine; Wind speed; Marine engineering; Tip-speed ratio; Environmental science; Meteorology; Flow (mathematics); Structural engineering; Geology; Engineering; Aerospace engineering; Mechanics; Physics","score_opus":0.011597640211014561,"score_gpt":0.21926349103552883,"score_spread":0.20766585082451428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385775682","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98587,0.00008914682,0.0051071383,0.00012158493,0.000042844556,0.000015830172,0.00024752732,0.00011312381,0.008392782],"genre_scores_gemma":[0.99842834,0.000018522385,0.0008870098,0.000010886246,0.0000048138004,0.0000058071605,0.00007300395,0.000014775405,0.0005569324],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998816,0.00002751917,0.000005140559,0.00001552067,0.000028310471,0.00004188344],"domain_scores_gemma":[0.9991278,0.00059854885,0.00005787682,0.000052738167,0.00010439649,0.000058538448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021882549,0.00042755928,0.0007546142,0.0003209059,0.00059210387,0.0006569817,0.0007509348,0.00092755555,0.0040184227],"category_scores_gemma":[0.0012718394,0.00029878708,0.0005156705,0.00035016108,0.00061046955,0.00040307958,0.00041229156,0.00057074585,0.00027222285],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019751472,0.00010328763,0.0018709577,0.000049630362,0.000022216826,0.00018428788,0.000039164624,0.98964185,0.004253539,0.00051556696,0.0003775605,0.0027443382],"study_design_scores_gemma":[0.000016048423,0.00008071321,0.0016496741,0.0000042673064,0.000007857076,0.000012953769,0.0000399024,0.997203,0.0008204609,0.00007122807,0.000088159075,0.0000058511905],"about_ca_topic_score_codex":0.010737259,"about_ca_topic_score_gemma":0.007099786,"teacher_disagreement_score":0.010737259,"about_ca_system_score_codex":0.00031287997,"about_ca_system_score_gemma":0.00058519986,"threshold_uncertainty_score":0.02134955},"labels":[],"label_agreement":null},{"id":"W4385914709","doi":"10.1016/j.jweia.2023.105541","title":"Accelerated convergence for city-scale flow fields using immersed boundaries and coupled multigrid","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Defence Research and Development Canada","funders":"","keywords":"Multigrid method; Polygon mesh; Immersed boundary method; Grid; Computer science; Computational fluid dynamics; Convergence (economics); Computational science; Adaptive mesh refinement; Solver; Mathematical optimization; Boundary (topology); Simulation; Engineering; Aerospace engineering; Mathematics; Geometry; Partial differential equation","score_opus":0.03523071800868354,"score_gpt":0.23861389322237705,"score_spread":0.2033831752136935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385914709","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16801246,0.00032581238,0.8219975,0.00046827664,0.00022551087,0.0001074982,0.00012521955,0.00059745065,0.008140293],"genre_scores_gemma":[0.84997463,0.00013591364,0.14567508,0.00008439231,0.000055330784,0.000116514144,0.00018777451,0.0003047339,0.003465659],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99966145,0.00014224293,0.000015988464,0.000037992246,0.00009406204,0.000048349495],"domain_scores_gemma":[0.9972874,0.0017411079,0.00015538953,0.0001951415,0.0004456949,0.00017531468],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013977649,0.00084285956,0.0010302647,0.0009478732,0.0006924856,0.0010406714,0.0013542629,0.0014564756,0.0022637686],"category_scores_gemma":[0.0065592974,0.0006464713,0.0010358766,0.0005359243,0.001672552,0.0014724558,0.0026523012,0.0017441623,0.00029174756],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000101850754,0.0000572816,0.00091900746,0.000043336793,0.000030605446,0.000051196148,0.00008181222,0.9788422,0.0018226934,0.0109173665,0.0003724917,0.006760077],"study_design_scores_gemma":[0.0000045693137,0.0000028382146,0.000026134358,9.936124e-7,5.771002e-7,0.0000011908586,0.0000022425033,0.99923146,0.000080422455,0.00060359074,0.000044652857,0.0000013995858],"about_ca_topic_score_codex":0.016948875,"about_ca_topic_score_gemma":0.0091026155,"teacher_disagreement_score":0.016948875,"about_ca_system_score_codex":0.0010656214,"about_ca_system_score_gemma":0.0011216406,"threshold_uncertainty_score":0.033700466},"labels":[],"label_agreement":null},{"id":"W4388193810","doi":"10.1016/j.jweia.2023.105581","title":"An investigation of rain-wind induced vibrations on stay cables in a novel range of operating conditions","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Rowan Williams Davies & Irwin (Canada); National Research Council Canada","funders":"","keywords":"Range (aeronautics); Vibration; Environmental science; Meteorology; Acoustics; Structural engineering; Marine engineering; Geology; Engineering; Aerospace engineering; Geography; Physics","score_opus":0.028663106112580893,"score_gpt":0.23894925508010037,"score_spread":0.2102861489675195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388193810","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982091,0.000048364185,0.0013948072,0.0000061176693,0.00000318234,0.000006508512,0.00007396224,0.000022271077,0.00023559191],"genre_scores_gemma":[0.9989548,0.000055144206,0.00057664176,0.000006121445,0.0000028191496,0.000007937529,0.00011832372,0.0000074183026,0.00027081004],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998754,0.000012336612,0.0000062801914,0.000028192557,0.00004493109,0.000032824675],"domain_scores_gemma":[0.99978703,0.00006454567,0.00004358117,0.000012929797,0.00006107647,0.000030838964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018012553,0.00035970044,0.00027213048,0.00022937523,0.00020532205,0.00020100398,0.00018523952,0.00024248124,0.00073823927],"category_scores_gemma":[0.0002962312,0.00009903707,0.00017528601,0.00021922478,0.00023148792,0.00021379457,0.00019320248,0.00021761474,0.00013033347],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007159402,0.00006166486,0.030943546,0.00016398438,0.00003295615,0.0005627856,0.00028928337,0.0029930752,0.95255554,0.00004518827,0.00013482827,0.0115012545],"study_design_scores_gemma":[0.00007413435,0.005831688,0.43037084,0.0000470816,0.00010875356,0.0010623804,0.0018388754,0.01217094,0.5463902,0.00009831617,0.0019560861,0.0000506908],"about_ca_topic_score_codex":0.0005620029,"about_ca_topic_score_gemma":0.0013264712,"teacher_disagreement_score":0.00073823927,"about_ca_system_score_codex":0.00010147634,"about_ca_system_score_gemma":0.000108312925,"threshold_uncertainty_score":0.0024696589},"labels":[],"label_agreement":null},{"id":"W4388510282","doi":"10.1016/j.jweia.2023.105570","title":"Experimental translating downbursts immersed in the atmospheric boundary layer","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Meteorological Phenomena and Simulations","field":"Earth and Planetary Sciences","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Ontario Tech University; McGill University; Western University","funders":"European Research Council; Horizon 2020; Università degli Studi di Genova; European Commission; Canada Foundation for Innovation","keywords":"Thunderstorm; Thermal wind; Meteorology; Planetary boundary layer; Jet (fluid); Boundary layer; Outflow; Geology; Mechanics; Entrainment (biomusicology); Turbulence; Context (archaeology); Wind speed; Physics; Wind shear; Atmospheric sciences","score_opus":0.03707192142434085,"score_gpt":0.23218675851542686,"score_spread":0.195114837091086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388510282","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99892694,0.000046970854,0.00057359406,0.0000068285863,0.000013248156,0.0000115152925,0.00007309133,0.000010649366,0.0003370719],"genre_scores_gemma":[0.99759847,0.00013434603,0.0012602913,0.000010837685,0.0000081125,0.000028883025,0.00016071572,0.000015456608,0.00078292046],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998273,0.000009685571,0.000008351004,0.000041985983,0.000051961546,0.00006078009],"domain_scores_gemma":[0.9998012,0.00004977448,0.00003357471,0.000035943955,0.000035057445,0.00004447579],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017260712,0.00025653737,0.00023644739,0.0001275818,0.00028493302,0.00027146967,0.0002861881,0.00023437726,0.0015893861],"category_scores_gemma":[0.00025076038,0.00012789082,0.00019101685,0.00014313534,0.00034096284,0.00018126766,0.00054963265,0.00069589633,0.00015592629],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045133676,0.00043232655,0.0023259397,0.00004387278,0.000008802869,0.00019199976,0.00019689211,0.0012050314,0.9923481,0.00025518372,0.000059734786,0.0024809563],"study_design_scores_gemma":[0.00010714686,0.005910337,0.04672054,0.000034079414,0.000046466612,0.00014199811,0.00058950053,0.02249322,0.92190117,0.00031917173,0.0017009608,0.000035431374],"about_ca_topic_score_codex":0.0009231595,"about_ca_topic_score_gemma":0.0009329075,"teacher_disagreement_score":0.0015893861,"about_ca_system_score_codex":0.00012461343,"about_ca_system_score_gemma":0.00016353298,"threshold_uncertainty_score":0.0053170323},"labels":[],"label_agreement":null},{"id":"W4389425975","doi":"10.1016/j.jweia.2023.105613","title":"Prospect of LES for predicting wind loads and responses of tall buildings: A validation study","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Cladding (metalworking); Wind tunnel; Wind engineering; Large eddy simulation; Boundary layer; Inflow; Marine engineering; Meteorology; Turbulence; Environmental science; Computational fluid dynamics; Wind speed; Engineering; Structural engineering; Aerospace engineering; Geography","score_opus":0.023386846379300955,"score_gpt":0.2371921129188351,"score_spread":0.21380526653953413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389425975","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97141606,0.00021634091,0.023085438,0.00018975229,0.000032071614,0.00007010766,0.00045952367,0.0006272013,0.0039035527],"genre_scores_gemma":[0.99253017,0.00008549275,0.0064243637,0.000027189382,0.000007896986,0.000032552573,0.00024430038,0.00003144227,0.0006165701],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99967086,0.00014553142,0.000021411417,0.000036486574,0.000081748854,0.000043938737],"domain_scores_gemma":[0.9963695,0.0024167933,0.000130393,0.00042048303,0.00054890534,0.00011391847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012937839,0.00091890735,0.0007274422,0.00038481722,0.00047295223,0.0006936719,0.0009567755,0.0017000466,0.0015380137],"category_scores_gemma":[0.0028614388,0.00041938535,0.000518798,0.0005305548,0.0005498346,0.0012261875,0.0004940934,0.0009767374,0.00035642282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049796136,0.0007263185,0.011963604,0.000083101026,0.00003594356,0.00018324654,0.000121143516,0.95474106,0.015833398,0.00066662935,0.0004716159,0.014676006],"study_design_scores_gemma":[0.000020871808,0.00018906067,0.0017293077,0.0000060945013,0.000004146247,0.000008145885,0.000033662698,0.9955106,0.002306259,0.000086617896,0.000097475204,0.000007764745],"about_ca_topic_score_codex":0.009561269,"about_ca_topic_score_gemma":0.0045648785,"teacher_disagreement_score":0.009561269,"about_ca_system_score_codex":0.00025928527,"about_ca_system_score_gemma":0.00056570146,"threshold_uncertainty_score":0.01901126},"labels":[],"label_agreement":null},{"id":"W4389497290","doi":"10.1016/j.jweia.2023.105626","title":"Aeroelastic instability mechanisms of single-axis solar trackers","year":2023,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Aeroelasticity; Aerodynamics; Tilt (camera); Instability; Stiffness; Aerodynamic force; Turbulence; Mechanics; Physics; Structural engineering; Control theory (sociology); Engineering; Computer science","score_opus":0.016572413986067718,"score_gpt":0.18668272855429993,"score_spread":0.17011031456823222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389497290","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9867792,0.00023979701,0.008927432,0.00005606145,0.000027268183,0.000011330164,0.00002511301,0.00009465303,0.0038391314],"genre_scores_gemma":[0.9993863,0.000022738743,0.00027233158,0.0000036282713,0.000003297903,0.0000013340424,0.000008611644,0.000004726989,0.00029700313],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991477,0.000012248668,0.0000047499016,0.000021190965,0.000028029432,0.000019035844],"domain_scores_gemma":[0.99971014,0.00007614957,0.00007561508,0.000031369193,0.000067419765,0.000039301907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025370342,0.00020648447,0.00039949728,0.00035963889,0.00044467294,0.0006579038,0.0002722286,0.00051873596,0.0011806351],"category_scores_gemma":[0.0005476132,0.00016135737,0.00020877538,0.0001403722,0.00039981195,0.00048041443,0.0004052799,0.00022389872,0.00027761326],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019936275,0.00027721637,0.05783576,0.00016366768,0.00011080679,0.0021818487,0.0010081258,0.11698512,0.7395897,0.018467782,0.0022180576,0.059168294],"study_design_scores_gemma":[0.00009818084,0.00068557553,0.05448966,0.000021264768,0.00004202113,0.0012078327,0.00052867905,0.862152,0.07463446,0.004043909,0.00204505,0.000051407747],"about_ca_topic_score_codex":0.00030346485,"about_ca_topic_score_gemma":0.00020739606,"teacher_disagreement_score":0.0011806351,"about_ca_system_score_codex":0.00025534045,"about_ca_system_score_gemma":0.00013001446,"threshold_uncertainty_score":0.003949642},"labels":[],"label_agreement":null},{"id":"W4390720958","doi":"10.1016/j.jweia.2023.105637","title":"CFD modeling of Wind-Driven Rain (WDR) on a mid-rise building in an urban area","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Reynolds-averaged Navier–Stokes equations; Environmental science; Computational fluid dynamics; Wind speed; Meteorology; Turbulence; Computer science; Engineering; Geography; Aerospace engineering","score_opus":0.02066811853881452,"score_gpt":0.22156456521506598,"score_spread":0.20089644667625145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390720958","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98611987,0.00011615031,0.005045111,0.00020043457,0.000057427438,0.000046320252,0.00031561666,0.00015147179,0.007947568],"genre_scores_gemma":[0.9975815,0.00005428143,0.00075987255,0.00001827187,0.000011222265,0.0000099173185,0.00010523222,0.000017180228,0.0014424915],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998115,0.000025967815,0.000010292163,0.000031492276,0.00003634448,0.00008451836],"domain_scores_gemma":[0.999736,0.00009827207,0.000024554687,0.00001995083,0.00005408808,0.00006710871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018757443,0.0004589991,0.0009288152,0.0005468073,0.0012317355,0.0011654766,0.0009742564,0.0018959967,0.0025076414],"category_scores_gemma":[0.00049193564,0.00048243522,0.00094795175,0.0005491718,0.0009044528,0.00045750974,0.0007487572,0.00075706246,0.00024361767],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007792351,0.0001116963,0.006574408,0.000021873404,0.000021482925,0.0006447792,0.0000803638,0.98708445,0.002478793,0.00051154225,0.00028007597,0.0021126925],"study_design_scores_gemma":[0.000013293708,0.00003356642,0.0040172846,0.0000042603747,0.00000944254,0.000031977288,0.00009218576,0.9951617,0.0003964575,0.000072647636,0.00015698849,0.000010212918],"about_ca_topic_score_codex":0.080433294,"about_ca_topic_score_gemma":0.041853346,"teacher_disagreement_score":0.080433294,"about_ca_system_score_codex":0.0012034905,"about_ca_system_score_gemma":0.0015155603,"threshold_uncertainty_score":0.15993029},"labels":[],"label_agreement":null},{"id":"W4390766502","doi":"10.1016/j.jweia.2023.105630","title":"Wind induced peak pressures on low-rise building roofs via dynamic terrain computational methodology","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Terrain; Wind tunnel; Turbulence; Computational fluid dynamics; Current (fluid); Turbulence kinetic energy; Wind speed; Intensity (physics); Flow (mathematics); Frequency domain; Computer science; Environmental science; Meteorology; Engineering; Mechanics; Aerospace engineering; Physics; Geography","score_opus":0.023886881916961745,"score_gpt":0.25808244604037484,"score_spread":0.23419556412341308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390766502","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77339387,0.00032710345,0.19729258,0.00031788755,0.00012272985,0.00016611525,0.000462835,0.00048616363,0.027430711],"genre_scores_gemma":[0.99148554,0.00007341909,0.006763207,0.000016324015,0.000019604477,0.000030225907,0.0000816351,0.00005831427,0.0014717963],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987745,0.000034611232,0.0000049666387,0.000017573104,0.00003254464,0.000032837514],"domain_scores_gemma":[0.99960023,0.00021536103,0.000035648976,0.000031419033,0.000080598504,0.000036830013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002533522,0.00042215097,0.00063521275,0.00048435462,0.00063301774,0.0010538077,0.0009631756,0.0009405898,0.002711071],"category_scores_gemma":[0.0012540234,0.00041270038,0.0006514952,0.00055055256,0.0006452666,0.000660904,0.0006879361,0.0006853803,0.00024219912],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025124105,0.000047643858,0.00074122444,0.000023585711,0.000008880945,0.00008851862,0.000022208174,0.99385226,0.0010955554,0.0013944672,0.00015109121,0.0025494578],"study_design_scores_gemma":[0.0000028584639,0.000004478963,0.00016833859,0.0000013447143,0.0000011543952,0.0000034296463,0.0000082634015,0.9995197,0.00012348445,0.00013308998,0.0000323388,0.0000015625805],"about_ca_topic_score_codex":0.01048965,"about_ca_topic_score_gemma":0.007506321,"teacher_disagreement_score":0.01048965,"about_ca_system_score_codex":0.0004835441,"about_ca_system_score_gemma":0.0009450071,"threshold_uncertainty_score":0.020857155},"labels":[],"label_agreement":null},{"id":"W4391333774","doi":"10.1016/j.jweia.2024.105650","title":"Assessing Holland’s wind pressure profile parameters used for tropical cyclone wind field modelling","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Harbin Institute of Technology","keywords":"Tropical cyclone; Meteorology; Maximum sustained wind; Environmental science; Cyclone (programming language); Wind speed; Atmospheric sciences; Climatology; Wind shear; Geology; Wind gradient; Geography; Engineering","score_opus":0.04233965947109604,"score_gpt":0.2579028042024784,"score_spread":0.21556314473138238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391333774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9878956,0.00007429002,0.008606968,0.00005303894,0.000014674262,0.000032029566,0.00034572673,0.00017168267,0.0028058535],"genre_scores_gemma":[0.99743456,0.000021906379,0.0021945923,0.0000036054687,0.0000014978732,0.000009281089,0.00018382666,0.000022217977,0.00012857965],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997801,0.000069646885,0.000030059202,0.00004043392,0.000051308663,0.000028386727],"domain_scores_gemma":[0.99868685,0.00075988943,0.00009569944,0.00013045591,0.0002771414,0.00004992383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060182216,0.0004560937,0.0004817659,0.00050286995,0.00044184158,0.0007492247,0.00046502307,0.00091522955,0.00075362105],"category_scores_gemma":[0.0033638217,0.00029871418,0.0005233293,0.000478238,0.00019933835,0.0008268077,0.0002947859,0.00042224614,0.00018751774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015176724,0.000104510036,0.021302462,0.00006401903,0.00008676424,0.00015046287,0.00009963548,0.95925224,0.004981268,0.00027261005,0.00039706082,0.013137156],"study_design_scores_gemma":[0.000029094177,0.00005608429,0.021133356,0.000012280939,0.000041996303,0.000027054717,0.000079923695,0.9755332,0.0026156497,0.0000953162,0.00035886315,0.000017085407],"about_ca_topic_score_codex":0.049350843,"about_ca_topic_score_gemma":0.03701618,"teacher_disagreement_score":0.049350843,"about_ca_system_score_codex":0.0005029327,"about_ca_system_score_gemma":0.00060635566,"threshold_uncertainty_score":0.09812719},"labels":[],"label_agreement":null},{"id":"W4392946505","doi":"10.1016/j.jweia.2024.105704","title":"Impact of upstream fetch on environmental wind engineering applications","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Southwest Jiaotong University; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Fetch; Upstream (networking); Engineering; Marine engineering; Environmental science; Civil engineering; Geology; Oceanography; Telecommunications","score_opus":0.008348152502618712,"score_gpt":0.2088403533908277,"score_spread":0.200492200888209,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392946505","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97811425,0.00024087627,0.004280063,0.00011342946,0.00009433534,0.000044121545,0.00022912855,0.00015960642,0.016724162],"genre_scores_gemma":[0.99523574,0.00007493528,0.0004901726,0.000014016871,0.0000049763717,0.000006782093,0.00007412372,0.000018018594,0.004081234],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994228,0.000113663606,0.000018962442,0.00007766338,0.0001836208,0.00018337877],"domain_scores_gemma":[0.9983707,0.0007698894,0.00006426115,0.000119446806,0.00056954566,0.00010627517],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005689502,0.00040704582,0.0006232686,0.00082668057,0.0022909346,0.0013452044,0.00060433487,0.0011131294,0.014851791],"category_scores_gemma":[0.0023652024,0.0002668155,0.0005177228,0.0008257354,0.0006964537,0.0011369777,0.0009139312,0.0006936673,0.0016108918],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007563728,0.0019925886,0.15446497,0.00079874415,0.00016503345,0.0062498013,0.0008384333,0.31168458,0.24069668,0.009249844,0.005321917,0.2609736],"study_design_scores_gemma":[0.00034016377,0.0063311984,0.4138992,0.00034702907,0.00053100236,0.000917664,0.005643837,0.25286016,0.29511508,0.006603546,0.017198617,0.00021250658],"about_ca_topic_score_codex":0.015521928,"about_ca_topic_score_gemma":0.048574734,"teacher_disagreement_score":0.015521928,"about_ca_system_score_codex":0.0010888387,"about_ca_system_score_gemma":0.0011010976,"threshold_uncertainty_score":0.049684167},"labels":[],"label_agreement":null},{"id":"W4394946624","doi":"10.1016/j.jweia.2024.105721","title":"Wind-comfort assessment in cities undergoing densification with high-rise buildings remediated by urban trees","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Bundesamt für Energie","keywords":"Architectural engineering; Environmental science; High rise; Civil engineering; Environmental planning; Engineering; Structural engineering","score_opus":0.008362980559437625,"score_gpt":0.19892902305712765,"score_spread":0.19056604249769002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394946624","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989994,0.000013148733,0.00077018904,0.0000024631397,0.0000010480201,0.0000039346037,0.000022604905,0.000009614462,0.00017758139],"genre_scores_gemma":[0.99967945,0.00000994248,0.00022055356,6.8244725e-7,3.6546925e-7,0.0000018228486,0.000028586303,0.0000014502848,0.000057089925],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99987805,0.000028935528,0.0000072767666,0.000020586256,0.00003097731,0.00003413847],"domain_scores_gemma":[0.9998441,0.000037338923,0.000029945099,0.00002579106,0.00003772916,0.0000251304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024096845,0.0003482085,0.00028591865,0.00041898055,0.00031800804,0.0005286605,0.0002188286,0.00033034195,0.0005292232],"category_scores_gemma":[0.00034852454,0.00014908848,0.00030188294,0.0003689609,0.00031528148,0.00034930787,0.0003895801,0.00015395356,0.00010830786],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015576335,0.00044368263,0.31813592,0.00015694393,0.00015138673,0.0017958807,0.0013913488,0.5543149,0.08861503,0.0017064258,0.00036318944,0.031367674],"study_design_scores_gemma":[0.000048369646,0.00086579955,0.46845183,0.000028919825,0.00014584792,0.0002595394,0.0029626738,0.5008473,0.024705147,0.00078771514,0.0008304449,0.00006650288],"about_ca_topic_score_codex":0.004986891,"about_ca_topic_score_gemma":0.008024938,"teacher_disagreement_score":0.004986891,"about_ca_system_score_codex":0.00032223368,"about_ca_system_score_gemma":0.00021156578,"threshold_uncertainty_score":0.0099157095},"labels":[],"label_agreement":null},{"id":"W4397027201","doi":"10.1016/j.jweia.2024.105767","title":"A new analytical wind turbine wake model considering the effects of coriolis force and yawed conditions","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind Energy Research and Development","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Wake; Turbine; Deflection (physics); Wind power; Computational fluid dynamics; Mechanics; Aerodynamics; Marine engineering; Engineering; Aerospace engineering; Physics; Classical mechanics","score_opus":0.013196955752259149,"score_gpt":0.22025322821034332,"score_spread":0.20705627245808417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4397027201","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021779599,0.00037543374,0.97009766,0.00009499153,0.0001460361,0.00006150692,0.00013745434,0.0002804183,0.0070268204],"genre_scores_gemma":[0.8568355,0.0013995792,0.12149898,0.00013814839,0.00016519887,0.00029787738,0.00044244976,0.0001596157,0.019062597],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998745,0.000019222298,0.000008411305,0.000026240612,0.00005351094,0.000018080666],"domain_scores_gemma":[0.9998826,0.00002766492,0.0000229018,0.000011604144,0.000048019097,0.0000071683303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019545355,0.00064584555,0.0005279832,0.00047462867,0.00034014875,0.0005799184,0.00090425037,0.00074546115,0.0009874142],"category_scores_gemma":[0.00042318608,0.00030040092,0.0007152198,0.00036860863,0.00035742135,0.0008714882,0.00045369833,0.0005457051,0.0004784968],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002042071,0.000034822107,0.0005428816,0.000060653158,0.0000123988575,0.0002424165,0.00004740397,0.96093225,0.013173681,0.0073649017,0.00069559587,0.016872622],"study_design_scores_gemma":[0.0000030116846,0.000013266005,0.0001089529,0.0000028910463,0.0000036380586,0.000028990213,0.00000573432,0.9980154,0.00038698394,0.0006877701,0.0007387465,0.0000046266773],"about_ca_topic_score_codex":0.00269229,"about_ca_topic_score_gemma":0.0036737218,"teacher_disagreement_score":0.00269229,"about_ca_system_score_codex":0.00026761927,"about_ca_system_score_gemma":0.0009222412,"threshold_uncertainty_score":0.0053532124},"labels":[],"label_agreement":null},{"id":"W4398793206","doi":"10.1016/j.jweia.2024.105779","title":"Predicting distribution of aeolian vibration amplitude of undamped overhead transmission lines","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hydro-Québec; Université de Sherbrooke; McGill University","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Overhead (engineering); Vibration; Electric power transmission; Transmission (telecommunications); Amplitude; Structural engineering; Aeolian processes; Distribution (mathematics); Acoustics; Physics; Engineering; Geology; Telecommunications; Optics; Electrical engineering; Mathematical analysis; Mathematics; Geomorphology","score_opus":0.01104975817548972,"score_gpt":0.21226109317198025,"score_spread":0.20121133499649052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4398793206","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942021,0.000022560766,0.0050346428,0.000013053857,0.0000020746236,0.000011285283,0.00018308924,0.000112127585,0.0004189512],"genre_scores_gemma":[0.9975121,0.000023542056,0.0019572317,0.0000024294793,0.000001033505,0.00000554478,0.00021807099,0.0000077602,0.0002722702],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999256,0.000008333931,0.0000040624473,0.00002153887,0.00002883319,0.000011599774],"domain_scores_gemma":[0.99966955,0.00009462261,0.000069876405,0.000022614891,0.00012217616,0.000021202342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014697503,0.00033381555,0.00014519345,0.00054748106,0.0001466125,0.00020648469,0.00028954403,0.00026169408,0.00041144787],"category_scores_gemma":[0.0005810712,0.00013524052,0.00012060362,0.00032825363,0.00014293798,0.00018371607,0.000083935265,0.00018033106,0.00013908751],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039192048,0.00018599797,0.32898438,0.0001615983,0.000067990055,0.00068691495,0.00044560336,0.44426197,0.12151337,0.00022633199,0.0009884704,0.1020854],"study_design_scores_gemma":[0.000013383755,0.00007898544,0.3201131,0.00001006876,0.000013397139,0.00006912035,0.00016316232,0.6711897,0.007994703,0.000051573123,0.00028538876,0.000017312865],"about_ca_topic_score_codex":0.06654355,"about_ca_topic_score_gemma":0.08761069,"teacher_disagreement_score":0.06654355,"about_ca_system_score_codex":0.0005927958,"about_ca_system_score_gemma":0.00029076013,"threshold_uncertainty_score":0.13231242},"labels":[],"label_agreement":null},{"id":"W4399660194","doi":"10.1016/j.jweia.2024.105790","title":"Directional alongwind and crosswind effects on the performance of a 15-storey steel braced frame building in seismic environment","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Crosswind; Braced frame; Frame (networking); Earthquake resistance; Steel frame; Engineering; Geotechnical engineering; Environmental science; Geology; Aerospace engineering; Mechanical engineering","score_opus":0.006755185834771199,"score_gpt":0.18408815647552135,"score_spread":0.17733297064075015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399660194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99931,0.0000076663255,0.00028241787,0.000002895216,6.724428e-7,0.000001364638,0.00002066768,0.000009598777,0.00036460956],"genre_scores_gemma":[0.99973184,0.000009644636,0.00009409773,0.0000010997918,2.3448231e-7,6.7788784e-7,0.000026137699,0.0000024658577,0.00013374175],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985814,0.00001702194,0.000006413787,0.00001803291,0.000052053518,0.000048251946],"domain_scores_gemma":[0.99974495,0.00007534862,0.000039697603,0.000024820056,0.00006365518,0.000051558436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017075258,0.00042168962,0.00019281638,0.0003210176,0.00024935446,0.00031228366,0.0001987555,0.00025005633,0.0009443455],"category_scores_gemma":[0.00046754035,0.00013902865,0.00016588625,0.00019516137,0.000296455,0.0001500855,0.00031296024,0.00014098281,0.0002346664],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00094830466,0.00024998336,0.2060545,0.00010381496,0.000059276503,0.0017882475,0.0009508005,0.34814164,0.39902285,0.00042705706,0.00038183326,0.04187174],"study_design_scores_gemma":[0.000020589607,0.0014915809,0.7368404,0.000016414338,0.00006534608,0.00045277187,0.0013086653,0.17804295,0.08085019,0.00014538893,0.00069637306,0.00006921789],"about_ca_topic_score_codex":0.009505967,"about_ca_topic_score_gemma":0.021106387,"teacher_disagreement_score":0.009505967,"about_ca_system_score_codex":0.00031277438,"about_ca_system_score_gemma":0.00024289032,"threshold_uncertainty_score":0.018901229},"labels":[],"label_agreement":null},{"id":"W4400284448","doi":"10.1016/j.jweia.2024.105811","title":"Experimentally estimating wind load coefficients for tornadoes – An alternative perspective","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Western University","keywords":"Tornado; Wind engineering; Flow (mathematics); Turbulence; Range (aeronautics); Curvature; Environmental science; Computer science; Engineering; Meteorology; Structural engineering; Mechanics; Aerospace engineering; Mathematics; Physics","score_opus":0.017210141013790196,"score_gpt":0.25458959509818246,"score_spread":0.23737945408439226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400284448","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9284714,0.00013673007,0.06616081,0.00008832369,0.00004433467,0.00014863793,0.0005201466,0.00041868995,0.004010948],"genre_scores_gemma":[0.98564714,0.00015545107,0.013532861,0.00002376286,0.000008957645,0.00008363537,0.00019992395,0.000026249836,0.00032221916],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99949384,0.00011656081,0.000046821024,0.00009667286,0.00019666873,0.000049357164],"domain_scores_gemma":[0.99835724,0.00070744747,0.00018931834,0.00025439172,0.00044623535,0.000045418416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00085777976,0.00043123728,0.0003611861,0.00068804756,0.0004991245,0.00081887876,0.00063686154,0.00047752692,0.001204727],"category_scores_gemma":[0.0033317949,0.0003373972,0.00018679893,0.00066132395,0.00058153045,0.0013071235,0.00047044933,0.00074048765,0.00030206202],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006565541,0.0010065214,0.13496815,0.0006203418,0.000082136205,0.0003161345,0.0013559334,0.052017763,0.731381,0.0031448947,0.00069349736,0.07375713],"study_design_scores_gemma":[0.00006374511,0.0025031853,0.18448292,0.000103665465,0.000088212706,0.00033888285,0.0017129657,0.15522654,0.6488161,0.001713759,0.004747265,0.00020275665],"about_ca_topic_score_codex":0.0021773041,"about_ca_topic_score_gemma":0.0038615526,"teacher_disagreement_score":0.0021773041,"about_ca_system_score_codex":0.00023699811,"about_ca_system_score_gemma":0.0003862412,"threshold_uncertainty_score":0.00453645},"labels":[],"label_agreement":null},{"id":"W4400448615","doi":"10.1016/j.jweia.2024.105815","title":"Measurement of the on-road wind environment in channelled roadways","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aerodynamics and Fluid Dynamics Research","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"National Research Council Canada; Transport Canada","keywords":"Environmental science; Geography; Meteorology","score_opus":0.022549037036763503,"score_gpt":0.20588158248306035,"score_spread":0.18333254544629685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400448615","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99796367,0.000026788603,0.0006847436,0.000008297938,0.00000807333,0.000010402797,0.0002610268,0.000040565013,0.0009964589],"genre_scores_gemma":[0.99899286,0.000024765575,0.00045584873,0.0000070470574,0.0000040182613,0.0000051993466,0.00020922288,0.0000068264067,0.00029418475],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99968505,0.000034629265,0.000008751792,0.00006771492,0.00010803141,0.00009581418],"domain_scores_gemma":[0.9995276,0.000083029125,0.000044905613,0.000034558027,0.00019422373,0.00011573365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013338948,0.00026128,0.0002702683,0.00064750225,0.00039735192,0.0004466908,0.00041202444,0.0005830464,0.0012467264],"category_scores_gemma":[0.0004590028,0.00017977772,0.00016136921,0.00051146216,0.00027678526,0.00041139685,0.00036498441,0.00036337768,0.0003670419],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023783438,0.0008392198,0.47724032,0.00020174628,0.00021395095,0.0006748686,0.0010708142,0.00759388,0.46555492,0.00028964545,0.0013757423,0.042566504],"study_design_scores_gemma":[0.0000458974,0.00043859243,0.9648576,0.000017957198,0.000052375304,0.00015355792,0.0005893681,0.010535011,0.022236051,0.00007014996,0.000964397,0.00003892848],"about_ca_topic_score_codex":0.008470913,"about_ca_topic_score_gemma":0.016006412,"teacher_disagreement_score":0.008470913,"about_ca_system_score_codex":0.00025223554,"about_ca_system_score_gemma":0.0005097579,"threshold_uncertainty_score":0.01684326},"labels":[],"label_agreement":null},{"id":"W4401015017","doi":"10.1016/j.jweia.2024.105820","title":"Flow control techniques to improve the aerodynamic performance of Darrieus vertical axis wind turbines: A critical review","year":2024,"lang":"en","type":"review","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aerodynamics and Fluid Dynamics Research","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Vertical axis; Aerodynamics; Horizontal axis; Vertical axis wind turbine; Wind power; Flow (mathematics); Aerospace engineering; Flow control (data); Marine engineering; Wind tunnel; Geology; Engineering; Environmental science; Mechanics; Physics; Structural engineering; Engineering drawing; Electrical engineering; Telecommunications","score_opus":0.02457311405975697,"score_gpt":0.28588069374548375,"score_spread":0.26130757968572677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401015017","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000116487034,0.99908316,0.00032139706,0.0000988001,0.0001629813,0.000006337583,0.000010333164,0.0000049644354,0.00019559266],"genre_scores_gemma":[0.00094614114,0.9978902,0.00052151614,0.0001656959,0.00021514829,0.000010308707,0.000025903928,0.0000027720434,0.00022227905],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996768,0.00003605703,0.000059118498,0.00007570001,0.00012504029,0.00002727345],"domain_scores_gemma":[0.9989318,0.00058755645,0.00013937209,0.000028947015,0.00027218022,0.00004007719],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011631991,0.001237905,0.0023346504,0.0020811567,0.00029422017,0.0011144765,0.0014834349,0.0015455583,0.0027959077],"category_scores_gemma":[0.0017786167,0.00062053435,0.0011096034,0.001977092,0.0005585558,0.0019270261,0.0007192766,0.0018714073,0.0011392442],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017734556,0.00020077647,0.0001495376,0.052075237,0.00034042684,0.000109040935,0.000051436804,0.00091925194,0.0040322845,0.0031613621,0.014866483,0.9239169],"study_design_scores_gemma":[0.00016591942,0.0010638552,0.0018210879,0.017947305,0.0017423074,0.0011449036,0.0000979954,0.0011045189,0.005218811,0.0034428027,0.9661139,0.00013651206],"about_ca_topic_score_codex":0.00093458133,"about_ca_topic_score_gemma":0.0012756628,"teacher_disagreement_score":0.0027959077,"about_ca_system_score_codex":0.00034369295,"about_ca_system_score_gemma":0.0013040227,"threshold_uncertainty_score":0.00935322},"labels":[],"label_agreement":null},{"id":"W4401233375","doi":"10.1016/j.jweia.2024.105841","title":"The effect of swirl ratio and surface roughness on the boundary layer of “tornado-like” vortices","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Turbulent Flows","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Tech University; Western University","funders":"","keywords":"Tornado; Vortex; Boundary layer; Mechanics; Surface roughness; Surface (topology); Materials science; Aerospace engineering; Meteorology; Geometry; Physics; Engineering; Mathematics; Composite material","score_opus":0.008533824321942893,"score_gpt":0.1981471105583095,"score_spread":0.1896132862363666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401233375","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983909,0.00011026838,0.00041185328,0.000026824924,0.000019396297,0.00000549698,0.00002722964,0.000025768388,0.0009823091],"genre_scores_gemma":[0.99977344,0.000020495232,0.000076190285,0.0000058584014,0.000003152622,9.1410465e-7,0.000016743012,0.000005785987,0.000097494594],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998559,0.000034255707,0.000010193344,0.000022111135,0.000019782205,0.00005770128],"domain_scores_gemma":[0.9991837,0.00043200617,0.00008175313,0.00003958737,0.0001242565,0.00013867805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002873372,0.00028955206,0.00033813526,0.00045985286,0.00044672377,0.0006191564,0.00026128197,0.00038188996,0.0017820658],"category_scores_gemma":[0.0016346882,0.00023796856,0.00038007798,0.00015551691,0.00047421086,0.0005083423,0.00030815497,0.0003688531,0.00016109571],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.011017742,0.0008573128,0.06326098,0.00030923984,0.00024647816,0.0022388317,0.000450049,0.09694535,0.79373264,0.0022005974,0.0014264442,0.027314244],"study_design_scores_gemma":[0.0006261631,0.0018051368,0.31099406,0.00007080723,0.0003587544,0.00057571277,0.00097230374,0.4616818,0.22060774,0.0006849955,0.0014035571,0.00021899094],"about_ca_topic_score_codex":0.0029069576,"about_ca_topic_score_gemma":0.0014166496,"teacher_disagreement_score":0.0029069576,"about_ca_system_score_codex":0.0002770429,"about_ca_system_score_gemma":0.00020938338,"threshold_uncertainty_score":0.005961597},"labels":[],"label_agreement":null},{"id":"W4401409462","doi":"10.1016/j.jweia.2024.105854","title":"Energy and frequency analysis in the wake of a heavy-duty truck model using large-eddy simulation","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Aerodynamics and Fluid Dynamics Research","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Dalhousie University","keywords":"Wake; Truck; Heavy duty; Large eddy simulation; Environmental science; Marine engineering; Meteorology; Mechanics; Engineering; Aerospace engineering; Physics; Automotive engineering; Turbulence","score_opus":0.025145800338410726,"score_gpt":0.2577755319285241,"score_spread":0.23262973159011335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401409462","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90292835,0.0002595781,0.075137064,0.00037094654,0.00012334646,0.00009694935,0.0003246187,0.00046025516,0.02029886],"genre_scores_gemma":[0.994808,0.00004286669,0.0022755768,0.000020555955,0.0000133612775,0.000016222422,0.000089795096,0.000044320484,0.002689225],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993575,0.000013837002,0.000004407931,0.000008635036,0.000018184219,0.000019077608],"domain_scores_gemma":[0.9997571,0.00008337428,0.000031806907,0.000019661615,0.00007181721,0.000036218255],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020312482,0.00047144594,0.00054186827,0.00040064068,0.0007841689,0.0006405062,0.00068492646,0.0011219723,0.0020826734],"category_scores_gemma":[0.00057835603,0.0003440936,0.0005916235,0.00023182188,0.00051315146,0.0007014444,0.00048518728,0.000557322,0.00022018378],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007207002,0.00008238326,0.001874767,0.00002310642,0.000016024487,0.00020523652,0.000038519647,0.9919614,0.0029205983,0.0009893986,0.00025339823,0.0015630965],"study_design_scores_gemma":[0.000005725451,0.00000976294,0.00038256426,0.000001302309,0.000002080379,0.00000612761,0.000012958425,0.9992611,0.0001407333,0.000118425036,0.00005612331,0.0000031573113],"about_ca_topic_score_codex":0.017278869,"about_ca_topic_score_gemma":0.012104256,"teacher_disagreement_score":0.017278869,"about_ca_system_score_codex":0.00036694552,"about_ca_system_score_gemma":0.0006494376,"threshold_uncertainty_score":0.034356594},"labels":[],"label_agreement":null},{"id":"W4401447559","doi":"10.1016/j.jweia.2024.105851","title":"Deterministic and constrained stochastic models of thunderstorm winds","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Thunderstorm; Meteorology; Environmental science; Atmospheric sciences; Computer science; Geology; Geography","score_opus":0.017621004673076528,"score_gpt":0.20217544266439078,"score_spread":0.18455443799131424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401447559","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36704487,0.0010151403,0.6105528,0.0012789197,0.00023884347,0.00015399554,0.0021560844,0.0007018213,0.016857538],"genre_scores_gemma":[0.9789746,0.00047676402,0.008626991,0.000087356406,0.00007268144,0.0001181416,0.00074515375,0.00007461678,0.010823587],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993131,0.00015684903,0.000040807518,0.00020807538,0.00014245912,0.00013865701],"domain_scores_gemma":[0.9973773,0.0012876822,0.00057108764,0.0001432688,0.00044563922,0.00017508853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001204155,0.000971515,0.0009891909,0.0006299693,0.0005450989,0.0015608416,0.002003178,0.0018369571,0.0023967354],"category_scores_gemma":[0.005123272,0.0008038369,0.0011781259,0.0006400315,0.0011466324,0.0012946775,0.0008577961,0.0012659252,0.00047016825],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011894582,0.000005727562,0.0005383878,0.000008265295,0.000010911241,0.000024259254,0.000016644653,0.9935023,0.00015467567,0.004963436,0.00015277382,0.00061061693],"study_design_scores_gemma":[0.000004109752,0.000004303501,0.00024695895,0.0000023906218,0.000003625937,0.0000052885225,0.000004246887,0.9981396,0.000028512997,0.0014573901,0.0000977964,0.000005742323],"about_ca_topic_score_codex":0.0446004,"about_ca_topic_score_gemma":0.01721435,"teacher_disagreement_score":0.0446004,"about_ca_system_score_codex":0.0012336781,"about_ca_system_score_gemma":0.0012221374,"threshold_uncertainty_score":0.08868158},"labels":[],"label_agreement":null},{"id":"W4401476827","doi":"10.1016/j.jweia.2024.105843","title":"Towards benchmark validation of LES for ground-mounted solar panel wind loads","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Alliance de recherche numérique du Canada","keywords":"Benchmark (surveying); Wind engineering; Environmental science; Structural engineering; Meteorology; Marine engineering; Engineering; Aerospace engineering; Geology; Physics; Geodesy","score_opus":0.03657596930485619,"score_gpt":0.27462719795121604,"score_spread":0.23805122864635986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401476827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82861686,0.00074194424,0.13841286,0.00062048034,0.00038894342,0.00024909843,0.003771736,0.0050348765,0.02216311],"genre_scores_gemma":[0.9763615,0.00011582001,0.019966885,0.00007319397,0.000031658656,0.00011382101,0.0016781645,0.00024741748,0.0014114536],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992824,0.00022619645,0.000047384332,0.000085822896,0.0002603798,0.000097751436],"domain_scores_gemma":[0.9974261,0.0011375546,0.00012160889,0.00051440205,0.0006985766,0.000101772515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012813043,0.0010607545,0.00091120787,0.0005842591,0.00058007403,0.0012844115,0.0016148639,0.0018866443,0.003424061],"category_scores_gemma":[0.004804923,0.00036169434,0.00052646326,0.0006520722,0.00058451423,0.0011066751,0.00092091365,0.0014478534,0.0009490005],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041673725,0.00059573946,0.00587173,0.00025660658,0.0000929784,0.00023442143,0.00014595255,0.93650126,0.020970253,0.0018713631,0.0035034579,0.029539447],"study_design_scores_gemma":[0.00003430256,0.00008688928,0.0016844433,0.000016659958,0.0000053489775,0.000012760629,0.000048000104,0.9931874,0.004122341,0.000267574,0.0005238231,0.000010299967],"about_ca_topic_score_codex":0.007713963,"about_ca_topic_score_gemma":0.005108567,"teacher_disagreement_score":0.007713963,"about_ca_system_score_codex":0.00038109603,"about_ca_system_score_gemma":0.00060659874,"threshold_uncertainty_score":0.015338123},"labels":[],"label_agreement":null},{"id":"W4401629549","doi":"10.1016/j.jweia.2024.105864","title":"Wind loading on gable and multi-span roof buildings: Comparison between field monitoring, wind tunnel experiments, and design code provisions","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Western University","funders":"","keywords":"Gable; Wind tunnel; Roof; Structural engineering; Span (engineering); Engineering; Field (mathematics); Wind engineering; Marine engineering; Geology; Aerospace engineering","score_opus":0.05058904284451249,"score_gpt":0.2761696383875923,"score_spread":0.2255805955430798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401629549","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99952865,0.000019251345,0.00009613471,0.00000236781,8.600275e-7,0.000004512871,0.00007664973,0.000008255567,0.0002633555],"genre_scores_gemma":[0.9995741,0.000020141357,0.00015364622,0.0000012018807,5.2377146e-7,0.0000039740044,0.00010216838,0.0000035055346,0.00014076986],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999826,0.000026142028,0.00001345294,0.00004173737,0.00006111894,0.000031555028],"domain_scores_gemma":[0.99944216,0.00015596829,0.00010211398,0.000062049425,0.00018398282,0.000053728858],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003263191,0.00042342456,0.00037811144,0.0010171138,0.0005276826,0.00049165037,0.00031070437,0.0003772671,0.00074964354],"category_scores_gemma":[0.00062263035,0.00022708536,0.00021302947,0.0005537434,0.00033889204,0.00045775404,0.00024391749,0.00018638067,0.00015281045],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028540923,0.00057560223,0.7183155,0.00024580385,0.0001321363,0.00076931436,0.0018261193,0.022829195,0.20567034,0.00034342453,0.00043053995,0.046007987],"study_design_scores_gemma":[0.000015614445,0.0004706676,0.97819054,0.000014734673,0.000036006277,0.00008348621,0.00050746853,0.008779588,0.011570547,0.000031758707,0.00028533675,0.000014306991],"about_ca_topic_score_codex":0.018805016,"about_ca_topic_score_gemma":0.063138776,"teacher_disagreement_score":0.018805016,"about_ca_system_score_codex":0.0005592417,"about_ca_system_score_gemma":0.0002994824,"threshold_uncertainty_score":0.037391126},"labels":[],"label_agreement":null},{"id":"W4401658075","doi":"10.1016/j.jweia.2024.105868","title":"Investigation of wind loads on angle steel columns in lattice structures via force measurement method on members","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Science and Technology Planning Project of Guangdong Province; State Key Laboratory for Disaster Reduction in Civil Engineering; Tongji University; National Natural Science Foundation of China","keywords":"Structural engineering; Lattice (music); Wind force; Materials science; Engineering; Physics; Acoustics; Meteorology","score_opus":0.027105390547224436,"score_gpt":0.2306193451252346,"score_spread":0.20351395457801016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401658075","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98259383,0.000052201678,0.01590678,0.000021587639,0.00001358097,0.000010412584,0.00005781683,0.00003525923,0.0013085464],"genre_scores_gemma":[0.9978714,0.000023369557,0.0017275846,0.0000044248627,0.000004334224,0.000003976727,0.000016807342,0.0000025135305,0.00034564576],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977607,0.000029817505,0.000006045501,0.00003623131,0.00012703968,0.00002473812],"domain_scores_gemma":[0.99966013,0.00011382262,0.00004626484,0.000026844637,0.0001225573,0.0000304055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015107462,0.00027320805,0.00019004059,0.00037152477,0.00032638694,0.00017929736,0.0002630795,0.00038035144,0.0010957725],"category_scores_gemma":[0.00035079656,0.00016995941,0.00013765122,0.00026987537,0.00024017389,0.00030414725,0.00015951658,0.00022997482,0.0001305352],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00051439495,0.0001699259,0.037095275,0.00009860581,0.000027104368,0.00038147325,0.00043402635,0.007734284,0.90480447,0.000556405,0.00026722392,0.047916897],"study_design_scores_gemma":[0.000038680868,0.0012532955,0.34342805,0.00003488312,0.00008633754,0.0008113814,0.0013435913,0.20016092,0.45075527,0.0003823925,0.0016406009,0.0000645882],"about_ca_topic_score_codex":0.0011222204,"about_ca_topic_score_gemma":0.0021832078,"teacher_disagreement_score":0.0011222204,"about_ca_system_score_codex":0.00010672858,"about_ca_system_score_gemma":0.00016631275,"threshold_uncertainty_score":0.0036657453},"labels":[],"label_agreement":null},{"id":"W4401733010","doi":"10.1016/j.jweia.2024.105865","title":"Streamline curvature effects generated by tornado-like flows on the aerodynamics of a low-rise structure","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Tornado; Aerodynamics; Curvature; Mechanics; Structural engineering; Geology; Aerospace engineering; Low-rise; Physics; Engineering; Geometry; Meteorology; Mathematics","score_opus":0.004775142453857627,"score_gpt":0.17827091239640178,"score_spread":0.17349576994254415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401733010","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979134,0.000023823713,0.0015300693,0.000005030426,0.000004529722,0.000008055935,0.000038703092,0.000047285852,0.00042906802],"genre_scores_gemma":[0.99953794,0.000010129671,0.00032280124,0.0000018960638,0.0000012463327,0.0000020952718,0.000040976138,0.0000063799303,0.000076566794],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984086,0.000021387872,0.0000067455944,0.000029101295,0.000054990687,0.00004693623],"domain_scores_gemma":[0.99963593,0.00011376561,0.00007924415,0.000055407665,0.000065352964,0.00005036239],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014883393,0.0003919151,0.00025256837,0.00034950406,0.0002781129,0.00034660584,0.00018671025,0.00022170707,0.0008014205],"category_scores_gemma":[0.00064086885,0.00019280793,0.00025084766,0.00017264693,0.0003852645,0.00020685811,0.00035112363,0.00030965518,0.00015089683],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010071509,0.00019788957,0.07416391,0.00015589726,0.00009047879,0.0019526067,0.00070941297,0.081036165,0.80900973,0.00038895948,0.00033905337,0.030948741],"study_design_scores_gemma":[0.00005227241,0.0013924873,0.6932219,0.000025499457,0.000082852974,0.00093490566,0.00057261315,0.14121102,0.16067287,0.0001940678,0.0015540854,0.00008543883],"about_ca_topic_score_codex":0.0010969887,"about_ca_topic_score_gemma":0.0016298519,"teacher_disagreement_score":0.0010969887,"about_ca_system_score_codex":0.00025930803,"about_ca_system_score_gemma":0.00014122848,"threshold_uncertainty_score":0.002681017},"labels":[],"label_agreement":null},{"id":"W4401749496","doi":"10.1016/j.jweia.2024.105847","title":"Effect of roughness and trips on the drag of a circular cylinder at subcritical flow","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"QUAD Engineering (Canada); York University; University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Drag; Cylinder; Drag coefficient; Flow (mathematics); Mechanics; Surface finish; Geology; Potential flow around a circular cylinder; Materials science; Geometry; Physics; Mathematics; Open-channel flow; Composite material","score_opus":0.008634560713888087,"score_gpt":0.20406860559566384,"score_spread":0.19543404488177574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401749496","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99901986,0.00005752276,0.0004829292,0.000007855515,0.000005222576,0.0000037717925,0.0000101735795,0.000016090917,0.00039645046],"genre_scores_gemma":[0.99964225,0.000026719617,0.00022231201,0.0000033846104,0.0000013608984,0.0000014448138,0.000012072339,0.0000024746826,0.000087972105],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997714,0.000022087455,0.00001020832,0.000020821437,0.0000687665,0.00010661627],"domain_scores_gemma":[0.99953175,0.00018858814,0.000066958535,0.000059410693,0.000080847785,0.00007239025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018338319,0.00022593165,0.00026726845,0.00026689717,0.0003066176,0.00039347674,0.00016320727,0.0002748202,0.0006629374],"category_scores_gemma":[0.0008523847,0.00014001713,0.00026302857,0.00010976661,0.00040643167,0.0001948475,0.00028664985,0.00027483643,0.00010356139],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008414712,0.00006728695,0.0051112194,0.00008880996,0.000017747108,0.0005592808,0.00018299701,0.015326166,0.9704202,0.0002995422,0.00012791184,0.006957362],"study_design_scores_gemma":[0.000059775255,0.0032244085,0.08681534,0.000028746226,0.0000603683,0.00041789052,0.00074211234,0.10648911,0.80035144,0.00021886616,0.0015075037,0.000084339554],"about_ca_topic_score_codex":0.0015882984,"about_ca_topic_score_gemma":0.0017233544,"teacher_disagreement_score":0.0015882984,"about_ca_system_score_codex":0.00022595839,"about_ca_system_score_gemma":0.00020360822,"threshold_uncertainty_score":0.0031580925},"labels":[],"label_agreement":null},{"id":"W4402572607","doi":"10.1016/j.jweia.2024.105886","title":"Requirements for partial turbulence simulations using nondimensional turbulence energy contributions","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Institute of Education Sciences; Science Education Institute, Department of Science and Technology, Republic of the Philippines; Department of Science and Technology, Philippines","keywords":"Turbulence; K-omega turbulence model; K-epsilon turbulence model; Turbulence kinetic energy; Turbulence modeling; Mechanics; Physics; Statistical physics; Environmental science","score_opus":0.023679148536957673,"score_gpt":0.2529575318636413,"score_spread":0.2292783833266836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402572607","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23160452,0.00034265406,0.74368656,0.00066575437,0.000188764,0.00048544924,0.0012442812,0.0050092977,0.016772745],"genre_scores_gemma":[0.84531283,0.00027087616,0.14958975,0.000120643985,0.000048211292,0.00063225674,0.0010268219,0.00089783425,0.002100791],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987035,0.00029584422,0.00016209672,0.00011204355,0.0006115017,0.000115019895],"domain_scores_gemma":[0.9908455,0.0053162067,0.0006535689,0.001670453,0.00127121,0.0002430906],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016775085,0.0011359585,0.0011208481,0.0005072842,0.00085581385,0.0015160078,0.0016740304,0.00092761166,0.0034875765],"category_scores_gemma":[0.01677605,0.0006858756,0.0010010784,0.0004888447,0.0005994424,0.0019437381,0.0018973282,0.0012313748,0.0010966419],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000282889,0.00026978506,0.00687167,0.00034756045,0.000056207795,0.00024213515,0.00030760566,0.91627437,0.027282676,0.019007247,0.0011542549,0.027903661],"study_design_scores_gemma":[0.000023833667,0.00007236657,0.0006538701,0.000025638847,0.000010830112,0.00005712952,0.0000416933,0.98945284,0.0051433146,0.0029740306,0.0015230806,0.000021294427],"about_ca_topic_score_codex":0.0037667,"about_ca_topic_score_gemma":0.0034873078,"teacher_disagreement_score":0.0037667,"about_ca_system_score_codex":0.0004911054,"about_ca_system_score_gemma":0.0013567499,"threshold_uncertainty_score":0.011667132},"labels":[],"label_agreement":null},{"id":"W4403058969","doi":"10.1016/j.jweia.2024.105905","title":"Nonlinear unsteady aerodynamic forces prediction and aeroelastic analysis of wind-induced bridge response at multiple wind speeds: A deep learning-based reduced-order model","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hudbay Minerals (Canada); University of Toronto","funders":"","keywords":"Aeroelasticity; Aerodynamics; Nonlinear system; Structural engineering; Bridge (graph theory); Aerodynamic force; Wind tunnel; Engineering; Wind speed; Response analysis; Aerospace engineering; Meteorology; Physics","score_opus":0.015053607178832822,"score_gpt":0.22030084764370433,"score_spread":0.2052472404648715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403058969","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6849877,0.0004818646,0.30702275,0.00043470607,0.00009466559,0.00003716471,0.00035404204,0.00056977547,0.0060174954],"genre_scores_gemma":[0.9897126,0.00010851811,0.007441875,0.000032795186,0.000012802316,0.00002084265,0.00020048358,0.000029727127,0.0024403422],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99995816,0.0000067361507,0.0000024195463,0.000012196895,0.000010691361,0.000009739035],"domain_scores_gemma":[0.99987113,0.000051336294,0.000014963354,0.000014114236,0.000034943932,0.000013514011],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016305063,0.0004250195,0.00043719896,0.00017987032,0.00024258577,0.0003232466,0.00056865637,0.0007431237,0.0010541079],"category_scores_gemma":[0.00038881597,0.0003265718,0.0006065848,0.0001548608,0.0002566477,0.0005387995,0.00032539552,0.00080313144,0.0002276807],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029771223,0.000049785955,0.00062354974,0.000017140628,0.000014658989,0.000028688812,0.000012067658,0.9884347,0.0027187201,0.00046626333,0.00021767004,0.007386939],"study_design_scores_gemma":[5.2368085e-7,0.000002824692,0.00008101265,3.543219e-7,5.9473444e-7,9.069179e-7,5.6207455e-7,0.9997882,0.000076232835,0.000036675,0.000011475034,6.424654e-7],"about_ca_topic_score_codex":0.011977605,"about_ca_topic_score_gemma":0.010021482,"teacher_disagreement_score":0.011977605,"about_ca_system_score_codex":0.00028601623,"about_ca_system_score_gemma":0.00057104323,"threshold_uncertainty_score":0.02381581},"labels":[],"label_agreement":null},{"id":"W4403627862","doi":"10.1016/j.jweia.2024.105927","title":"Flow field analysis of self-sustained flutter of a wide-slotted bridge deck","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Western University","keywords":"Flutter; Bridge (graph theory); Structural engineering; Deck; Bridge deck; Flow (mathematics); Field (mathematics); Engineering; Geology; Aerodynamics; Mechanics; Aerospace engineering; Physics; Mathematics; Medicine","score_opus":0.008195072524924607,"score_gpt":0.2027080905190865,"score_spread":0.1945130179941619,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403627862","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99866796,0.000024299308,0.0010654208,0.0000078242065,0.000004723772,0.0000049708315,0.000028633493,0.000018885015,0.00017721191],"genre_scores_gemma":[0.9990515,0.000012752124,0.00071425916,0.0000038124201,0.0000022516222,0.0000030613678,0.00005824531,0.000002299555,0.00015182066],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999461,0.000004764105,0.0000030456183,0.000016807146,0.000016376152,0.0000129051805],"domain_scores_gemma":[0.9999162,0.000019385367,0.000010670654,0.000008193834,0.000026487809,0.000018982519],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012683544,0.00016662339,0.0002986168,0.0005432972,0.000248294,0.00024735878,0.00019366301,0.0002511444,0.00049817725],"category_scores_gemma":[0.00018829694,0.000091638336,0.00019877996,0.00017749245,0.0002711647,0.00022525349,0.00012557235,0.00016555487,0.00005338452],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006438869,0.0003350664,0.075823106,0.00013114807,0.00006284511,0.0014676708,0.00057008077,0.029211532,0.84137785,0.00048059731,0.00035918626,0.049536917],"study_design_scores_gemma":[0.000057048936,0.00093554985,0.5321595,0.000020258914,0.000037160455,0.00039051156,0.0007233,0.38527647,0.079341955,0.00025330888,0.0007331641,0.0000717143],"about_ca_topic_score_codex":0.0013754291,"about_ca_topic_score_gemma":0.0015163154,"teacher_disagreement_score":0.0013754291,"about_ca_system_score_codex":0.0002007789,"about_ca_system_score_gemma":0.00016357728,"threshold_uncertainty_score":0.00273484},"labels":[],"label_agreement":null},{"id":"W4405308136","doi":"10.1016/j.jweia.2024.105981","title":"Performance-based wind design of tall mass timber buildings with coupled post-tensioned cross-laminated timber shear walls","year":2024,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cross laminated timber; Structural engineering; Shear (geology); Shear wall; Engineering; Geology; Materials science; Composite material","score_opus":0.013661661938872229,"score_gpt":0.2016556279542013,"score_spread":0.18799396601532908,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405308136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.74032474,0.00012848391,0.24267963,0.000052041265,0.000027407665,0.00007872226,0.00009899696,0.00032662784,0.01628322],"genre_scores_gemma":[0.9751287,0.000047834666,0.022942923,0.0000075318794,0.000002831183,0.00003913777,0.000057745972,0.000033309978,0.0017399625],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999186,0.000014162882,0.0000034867408,0.000012143743,0.000034532928,0.000017131173],"domain_scores_gemma":[0.9999219,0.000012863718,0.000017014036,0.0000098600485,0.000020905201,0.00001750417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013818027,0.0004225552,0.0002167901,0.00025331162,0.00019892615,0.00044305518,0.00037342682,0.0003663012,0.001907614],"category_scores_gemma":[0.00017752105,0.00017787992,0.0002960717,0.000106531115,0.000242038,0.0002193335,0.00037400096,0.00022127795,0.00031987138],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016196867,0.00008641237,0.004517631,0.00011991908,0.000023889948,0.00042477582,0.00014299944,0.828415,0.12233035,0.0049720774,0.00055246276,0.03825251],"study_design_scores_gemma":[0.000026669204,0.00045861508,0.0038342248,0.00001683453,0.000018835413,0.0001295571,0.00010773376,0.97551733,0.016687285,0.0011885988,0.0019979475,0.00001632079],"about_ca_topic_score_codex":0.00076225464,"about_ca_topic_score_gemma":0.0017627303,"teacher_disagreement_score":0.001907614,"about_ca_system_score_codex":0.00021536628,"about_ca_system_score_gemma":0.0003120947,"threshold_uncertainty_score":0.006381631},"labels":[],"label_agreement":null},{"id":"W4406501779","doi":"10.1016/j.jweia.2025.106008","title":"Influence of blockage ratios in shaping wind dynamics in urban environments","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Special Project for Research and Development in Key areas of Guangdong Province; Natural Sciences and Engineering Research Council of Canada; Southern University of Science and Technology; Shenzhen Science and Technology Innovation Program; Guangdong Science and Technology Department; Science, Technology and Innovation Commission of Shenzhen Municipality; National Natural Science Foundation of China","keywords":"Dynamics (music); Environmental science; Aerospace engineering; Atmospheric sciences; Engineering; Geology; Physics; Acoustics","score_opus":0.00859503362342224,"score_gpt":0.19720095943955945,"score_spread":0.18860592581613722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406501779","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99609333,0.00004346366,0.0033215394,0.000008187519,0.0000030008407,0.000006257039,0.00001744493,0.000020529782,0.0004862978],"genre_scores_gemma":[0.9994161,0.000028447761,0.00048089202,0.000001395374,5.751584e-7,0.0000022200009,0.000012666488,0.000004418103,0.000053196094],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999149,0.000021800408,0.000004807566,0.0000146166985,0.000014251928,0.00002962272],"domain_scores_gemma":[0.9998306,0.0000706986,0.00003705916,0.000016898355,0.000017253235,0.000027371198],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017957625,0.00026636687,0.00020860347,0.00024033034,0.00028914624,0.0004205277,0.00013747126,0.00019796888,0.0003145408],"category_scores_gemma":[0.0006109235,0.00016936925,0.00019957074,0.00014178631,0.00035470948,0.00046444102,0.00038127336,0.00014044998,0.000071863076],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022697596,0.00015271122,0.053270783,0.000056685523,0.000044104607,0.00035043844,0.00025248225,0.859913,0.073153116,0.0018319832,0.000118787764,0.010628957],"study_design_scores_gemma":[0.000032000513,0.00020371837,0.05569931,0.000014414206,0.000037939088,0.00007134069,0.00025495974,0.9284532,0.014081732,0.0006180279,0.0005054557,0.000027831844],"about_ca_topic_score_codex":0.0046773627,"about_ca_topic_score_gemma":0.006494054,"teacher_disagreement_score":0.0046773627,"about_ca_system_score_codex":0.00019878206,"about_ca_system_score_gemma":0.00029648127,"threshold_uncertainty_score":0.009300232},"labels":[],"label_agreement":null},{"id":"W4407073537","doi":"10.1016/j.jweia.2025.106019","title":"Wind-induced loads on canopies attached to building walls","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Structural engineering; Environmental science; Wind engineering; Marine engineering; Geology; Meteorology; Engineering; Geography","score_opus":0.014422125894129782,"score_gpt":0.23163783848871042,"score_spread":0.21721571259458064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407073537","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970611,0.000031436506,0.0004502574,0.000008588544,0.000014067859,0.000014803544,0.0000534573,0.000014488228,0.002351887],"genre_scores_gemma":[0.998765,0.00002983176,0.000056595396,0.000002284615,0.0000028752725,0.0000047759813,0.000049353686,0.0000061985356,0.0010830908],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997265,0.000017971208,0.000007310489,0.000026408032,0.00008382089,0.00013808331],"domain_scores_gemma":[0.99965453,0.00010643437,0.000026425552,0.00002626894,0.000100968966,0.00008537916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016085888,0.00045373166,0.0005326404,0.0007119336,0.0009953751,0.0006036878,0.00041838046,0.00048865343,0.0069837105],"category_scores_gemma":[0.00078970566,0.00026284382,0.00041059405,0.00046283536,0.00066966726,0.0003338948,0.0007254011,0.00046026925,0.0009175648],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0060250065,0.00073579926,0.0367106,0.00035649503,0.00013011157,0.0054458887,0.0011245736,0.09394031,0.8175089,0.0019327434,0.0013140315,0.034775596],"study_design_scores_gemma":[0.00016531453,0.0014804341,0.56213003,0.000060567567,0.0001615337,0.00051254977,0.0039368006,0.14728428,0.28109145,0.0010736451,0.0019993314,0.000104115206],"about_ca_topic_score_codex":0.0044723526,"about_ca_topic_score_gemma":0.0038703266,"teacher_disagreement_score":0.0069837105,"about_ca_system_score_codex":0.00032890425,"about_ca_system_score_gemma":0.00036337748,"threshold_uncertainty_score":0.023362815},"labels":[],"label_agreement":null},{"id":"W4407309977","doi":"10.1016/j.jweia.2025.106032","title":"Experimental simulation of downburst-like outflows and the associated dynamic properties of a self-supported transmission tower","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Transmission tower; Tower; Transmission (telecommunications); Dynamic simulation; Environmental science; Materials science; Structural engineering; Engineering; Simulation; Electrical engineering","score_opus":0.009080211863826218,"score_gpt":0.20446913321573026,"score_spread":0.19538892135190405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407309977","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975643,0.000014899873,0.0010990241,0.00002428528,0.000011296203,0.000011705656,0.00014298837,0.000074762145,0.001056767],"genre_scores_gemma":[0.99945897,0.000007967357,0.00027126732,0.000002837356,0.0000011738794,0.0000045788825,0.00006844259,0.000005447565,0.00017925538],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989283,0.000018133493,0.0000068743666,0.0000189437,0.0000295273,0.000033641736],"domain_scores_gemma":[0.9992968,0.0003468655,0.000071714894,0.00007304507,0.00010793231,0.000103692415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025316287,0.00031213218,0.00034410556,0.0002323461,0.00044401985,0.0003497102,0.0007063646,0.0007132187,0.0026932198],"category_scores_gemma":[0.0007673319,0.00020537472,0.00032702857,0.00021104257,0.0005546276,0.00032258287,0.00027697664,0.00063978904,0.00014844304],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022740178,0.0021070584,0.024096046,0.00028754064,0.000084649095,0.0017293871,0.0005749711,0.7630247,0.19271205,0.0020626248,0.0015555555,0.00949135],"study_design_scores_gemma":[0.00016823037,0.0009783632,0.013902435,0.000014553385,0.000022233819,0.00007669684,0.00013975734,0.95927864,0.024970839,0.00018031588,0.00024005749,0.0000278452],"about_ca_topic_score_codex":0.002743165,"about_ca_topic_score_gemma":0.0019243439,"teacher_disagreement_score":0.002743165,"about_ca_system_score_codex":0.00029361795,"about_ca_system_score_gemma":0.00024511883,"threshold_uncertainty_score":0.009009659},"labels":[],"label_agreement":null},{"id":"W4407743328","doi":"10.1016/j.jweia.2025.106056","title":"The application of the quasi-steady vector model to low-rise buildings with sloped roofs","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Low-rise; Architectural engineering; Structural engineering; Engineering; Civil engineering; Environmental science; Geology; Mechanics; Physics","score_opus":0.007029826307660521,"score_gpt":0.1997823310221512,"score_spread":0.19275250471449068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407743328","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6813361,0.000124358,0.31424037,0.00006920496,0.000037388218,0.000050263672,0.000121076155,0.0008340721,0.0031871998],"genre_scores_gemma":[0.9889339,0.000055332443,0.010240287,0.000008098224,0.0000047405524,0.000013554097,0.00006626242,0.000028349263,0.000649541],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983585,0.00004854794,0.000009865087,0.000034666875,0.000048104215,0.000022922495],"domain_scores_gemma":[0.9996536,0.00012501735,0.000043917873,0.00004935032,0.000109455694,0.000018657176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035664748,0.00039672776,0.0003206102,0.00034758053,0.00022526036,0.0006904941,0.00059986365,0.0003782403,0.00076284003],"category_scores_gemma":[0.0007734229,0.00029060215,0.00041128253,0.00024681835,0.0003932049,0.000596935,0.0003079773,0.0002734963,0.00020960491],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038935443,0.000030662635,0.004366874,0.000025517298,0.00001309678,0.000043496933,0.000053594726,0.9764764,0.007321851,0.0011075841,0.00009308941,0.010428911],"study_design_scores_gemma":[0.0000014842011,0.000027541502,0.0008473811,0.0000012422223,0.0000024024678,0.00000735611,0.000010913977,0.99806446,0.0007932732,0.00014135372,0.000098114026,0.0000044804888],"about_ca_topic_score_codex":0.014792446,"about_ca_topic_score_gemma":0.009654962,"teacher_disagreement_score":0.014792446,"about_ca_system_score_codex":0.0004488824,"about_ca_system_score_gemma":0.0005714774,"threshold_uncertainty_score":0.029412687},"labels":[],"label_agreement":null},{"id":"W4408021013","doi":"10.1016/j.jweia.2025.106057","title":"A proposed approach for combined wind and temperature loading of power transmission lines considering climate change effect","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Thermal Analysis in Power Transmission","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Nunavut Research Institute; Niroo Research Institute","keywords":"Electric power transmission; Transmission (telecommunications); Climate change; Power transmission; Power (physics); Environmental science; Wind power; Meteorology; Climatology; Engineering; Electrical engineering; Geography; Geology; Physics; Thermodynamics","score_opus":0.010765863115474167,"score_gpt":0.21341606080400283,"score_spread":0.20265019768852865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408021013","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012962355,0.00013943094,0.9819396,0.00008676335,0.00007909278,0.00006457698,0.0000541527,0.00023719476,0.0044368617],"genre_scores_gemma":[0.50381386,0.00057520246,0.48174372,0.0000956761,0.00021947103,0.00033043546,0.00026423,0.00015123202,0.012806126],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975485,0.000049549813,0.000012476028,0.000063603686,0.00009067095,0.00002873245],"domain_scores_gemma":[0.99982774,0.0000353099,0.000016246571,0.00001883568,0.00008675343,0.00001504643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029940502,0.0009297321,0.00077373174,0.00066664576,0.000605711,0.0009334081,0.001320355,0.001214269,0.0046496447],"category_scores_gemma":[0.00047843883,0.00040604942,0.001226139,0.00062612555,0.00029070384,0.00091203436,0.0007420962,0.00059142814,0.00078632124],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000081946004,0.0001225434,0.0018608964,0.00027094287,0.00013858866,0.0006317443,0.00017675034,0.82929844,0.026918516,0.0093730595,0.0017065754,0.12941998],"study_design_scores_gemma":[0.000005165665,0.00002445255,0.00021818923,0.0000072457738,0.000019941192,0.00003632172,0.000030489527,0.9969885,0.0007488413,0.0011734411,0.00073943695,0.000007910369],"about_ca_topic_score_codex":0.00437331,"about_ca_topic_score_gemma":0.007715763,"teacher_disagreement_score":0.0046496447,"about_ca_system_score_codex":0.00033793578,"about_ca_system_score_gemma":0.0007540704,"threshold_uncertainty_score":0.015554607},"labels":[],"label_agreement":null},{"id":"W4408779229","doi":"10.1016/j.jweia.2025.106045","title":"A methodology towards reducing the wind return period in reinforced concrete shear walls considering reserve capacity","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Reinforced concrete; Return period; Period (music); Shear (geology); Shear wall; Environmental science; Structural engineering; Geology; Geotechnical engineering; Engineering; Geography; Physics; Acoustics; Archaeology","score_opus":0.043091318694596835,"score_gpt":0.24917484383937327,"score_spread":0.20608352514477643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408779229","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.034946457,0.00010522434,0.96321374,0.000030773033,0.00002313587,0.000033321692,0.000014175419,0.000080982645,0.0015522569],"genre_scores_gemma":[0.6373515,0.00028720294,0.3588647,0.000027507962,0.000044775494,0.00009462642,0.000057220466,0.000097193566,0.0031752626],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981385,0.000065981694,0.000009904821,0.000029179126,0.000054562573,0.000026511228],"domain_scores_gemma":[0.99959284,0.00018689175,0.000060648596,0.000038869257,0.000100885925,0.000019887551],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052209117,0.000513062,0.0005301453,0.0005646381,0.00028437583,0.0005743095,0.00070339604,0.0005494543,0.0019842498],"category_scores_gemma":[0.00093266746,0.00023457289,0.0005511417,0.0003430932,0.00033245434,0.0004787276,0.00046199915,0.00045151394,0.00024212546],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012666556,0.00013148319,0.0008431307,0.0001682456,0.000051560168,0.00014060127,0.000078449775,0.801979,0.05958305,0.012518492,0.0003981344,0.123981215],"study_design_scores_gemma":[0.0000037484047,0.000060765808,0.0001863355,0.000007777378,0.000016354488,0.000019591876,0.00001955848,0.99437827,0.003765149,0.0011379377,0.00040030963,0.0000041628514],"about_ca_topic_score_codex":0.0011041326,"about_ca_topic_score_gemma":0.001159703,"teacher_disagreement_score":0.0019842498,"about_ca_system_score_codex":0.00021712211,"about_ca_system_score_gemma":0.0005473734,"threshold_uncertainty_score":0.006637931},"labels":[],"label_agreement":null},{"id":"W4408779232","doi":"10.1016/j.jweia.2025.106087","title":"CFD simulations of the wind-induced pressure distribution on double-curvature cable domes: Impact of geometrical parameters","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Ministry of Higher Education, Egypt","keywords":"Curvature; Computational fluid dynamics; Mechanics; Geology; Structural engineering; Marine engineering; Geometry; Aerospace engineering; Engineering; Physics; Mathematics","score_opus":0.015457322604531804,"score_gpt":0.2388262313458255,"score_spread":0.2233689087412937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408779232","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99008137,0.000060164042,0.006051039,0.000076308315,0.000021485645,0.00003195471,0.00045284478,0.00012921938,0.0030955635],"genre_scores_gemma":[0.99683124,0.000050066006,0.002047892,0.000009711182,0.0000033968277,0.000028345865,0.0002641396,0.000016487611,0.00074870104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985075,0.000021422991,0.000009942969,0.000023648117,0.000042540116,0.000051733532],"domain_scores_gemma":[0.99954045,0.00024844566,0.000049426784,0.000028408922,0.000080570775,0.000052765485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022194989,0.000469415,0.0004970834,0.0003874606,0.00053493906,0.00076309015,0.0004085945,0.0009629324,0.0013436152],"category_scores_gemma":[0.0007546627,0.00022381636,0.00051021634,0.00043346846,0.00062341173,0.00040266637,0.00045521956,0.00055147667,0.00017923498],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013289266,0.00010370677,0.0089185,0.000064036765,0.000015504007,0.00038804073,0.00011730209,0.97187716,0.013751939,0.00064949214,0.00036046057,0.003621027],"study_design_scores_gemma":[0.000017433329,0.00005847779,0.0041912016,0.000008197999,0.0000047919484,0.000025600712,0.00008774279,0.99132884,0.003944726,0.000095002506,0.00022553875,0.000012496355],"about_ca_topic_score_codex":0.010162782,"about_ca_topic_score_gemma":0.0053273947,"teacher_disagreement_score":0.010162782,"about_ca_system_score_codex":0.00037724644,"about_ca_system_score_gemma":0.00083052175,"threshold_uncertainty_score":0.020207226},"labels":[],"label_agreement":null},{"id":"W4409988711","doi":"10.1016/j.jweia.2025.106116","title":"Scaling wind loads for incremental dynamic analysis applications","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Carl-Zeiss-Stiftung","keywords":"Scaling; Wind engineering; Structural engineering; Environmental science; Marine engineering; Computer science; Engineering; Mathematics; Geometry","score_opus":0.008112499417426816,"score_gpt":0.22385842561260577,"score_spread":0.21574592619517896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409988711","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.092750676,0.00020913954,0.87879115,0.0001791385,0.00010356348,0.00025223746,0.00058111607,0.007871431,0.019261513],"genre_scores_gemma":[0.75845176,0.00024179611,0.23493454,0.00006895771,0.00004159116,0.00029019476,0.0006779335,0.0010494328,0.004243678],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997527,0.000042118674,0.00001883617,0.0000305287,0.00013130925,0.000024457011],"domain_scores_gemma":[0.999331,0.00024021971,0.000053879834,0.00016280048,0.00018494164,0.000027237587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004213726,0.0010339657,0.0003973038,0.00060376746,0.0003299007,0.000638732,0.0008737273,0.0004970704,0.008711706],"category_scores_gemma":[0.0022180048,0.00029798204,0.0003709407,0.0004827632,0.00022417492,0.0007647426,0.0008962273,0.0006929087,0.0017209968],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018982343,0.00026036048,0.0046317526,0.00031094364,0.00004095928,0.00030783733,0.00030975958,0.5954599,0.052649256,0.012102304,0.0063047605,0.32743227],"study_design_scores_gemma":[0.000014409133,0.00006926113,0.0011249372,0.000020359494,0.000008493634,0.000049130547,0.000049472652,0.9820917,0.008211467,0.0029940035,0.005348961,0.000017864111],"about_ca_topic_score_codex":0.0031523712,"about_ca_topic_score_gemma":0.004090237,"teacher_disagreement_score":0.008711706,"about_ca_system_score_codex":0.00026899631,"about_ca_system_score_gemma":0.0004318984,"threshold_uncertainty_score":0.029143512},"labels":[],"label_agreement":null},{"id":"W4410979063","doi":"10.1016/j.jweia.2025.106134","title":"Study on the calculation method of drag coefficient of lattice angle steel structure under turbulent skewed wind action","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Ship Hydrodynamics and Maneuverability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Science and Technology Planning Project of Guangdong Province; State Key Laboratory for Disaster Reduction in Civil Engineering; Guangdong Science and Technology Department; Tongji University; National Natural Science Foundation of China","keywords":"Drag coefficient; Turbulence; Drag; Mechanics; Lattice (music); Action (physics); Structural engineering; Mathematics; Materials science; Geometry; Physics; Engineering; Acoustics","score_opus":0.027439351999668446,"score_gpt":0.2687599068586028,"score_spread":0.24132055485893433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410979063","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23120877,0.0009159728,0.75169367,0.00018086062,0.00022935713,0.000089228444,0.00010432539,0.00042953473,0.01514837],"genre_scores_gemma":[0.9218236,0.000608966,0.07223906,0.00003776289,0.00006806934,0.000054636963,0.00010677482,0.00013510996,0.0049260193],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997619,0.000044103286,0.000009081945,0.00003771365,0.0001280544,0.000019226934],"domain_scores_gemma":[0.99968123,0.00011059046,0.000018079103,0.000032836706,0.00013966324,0.000017519826],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003111772,0.00029144366,0.00033449376,0.0005681027,0.00045498658,0.00043655658,0.00062622613,0.00039616236,0.0016584219],"category_scores_gemma":[0.0008807783,0.00018396131,0.00047412966,0.0004451393,0.00027487183,0.0007189857,0.00026057594,0.00034171765,0.00020949722],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031564396,0.0002061756,0.01541742,0.00076066854,0.00010558847,0.0010746949,0.0009135294,0.5272816,0.14173488,0.054510307,0.0059629735,0.25171655],"study_design_scores_gemma":[0.000016459198,0.00003729995,0.002144781,0.0000136753,0.000013732424,0.000121816905,0.00006693706,0.987038,0.0076204976,0.0012877551,0.001620672,0.00001828649],"about_ca_topic_score_codex":0.0036880525,"about_ca_topic_score_gemma":0.002177156,"teacher_disagreement_score":0.0036880525,"about_ca_system_score_codex":0.00023444275,"about_ca_system_score_gemma":0.00047097995,"threshold_uncertainty_score":0.007333219},"labels":[],"label_agreement":null},{"id":"W4411987103","doi":"10.1016/j.jweia.2025.106161","title":"Estimating peak pressure coefficients for high-rise buildings: LES-based evaluation of Gumbel and XIMIS methods","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Gumbel distribution; Environmental science; Mathematics; Structural engineering; Statistics; Engineering; Extreme value theory","score_opus":0.02195254138046698,"score_gpt":0.3013835448681496,"score_spread":0.2794310034876826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411987103","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7618938,0.00032960813,0.23209168,0.000092190894,0.00003758226,0.000095440366,0.00047156002,0.0015160225,0.0034720523],"genre_scores_gemma":[0.96525806,0.00010201253,0.033890035,0.0000126223895,0.000007376209,0.000049614202,0.00027677516,0.00005742568,0.0003461092],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995152,0.00013870039,0.000032600492,0.00006868459,0.00021086063,0.000033899025],"domain_scores_gemma":[0.9981779,0.0010407967,0.00019236121,0.00013730925,0.00039773455,0.000053859665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012512285,0.0007874048,0.00040476344,0.0007165198,0.00026682083,0.0008869223,0.0006619444,0.00065754866,0.0007334285],"category_scores_gemma":[0.0035762053,0.00028400763,0.00032352965,0.0005889977,0.00028739174,0.0014719863,0.00046708595,0.0006787818,0.00019465828],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004987012,0.00021098199,0.037514538,0.00021914818,0.00006331471,0.00014563916,0.0002444651,0.86546487,0.017733343,0.0015473755,0.0005401837,0.07581736],"study_design_scores_gemma":[0.000008376448,0.00007066742,0.006432594,0.000010518219,0.0000066017474,0.000018776629,0.000050874063,0.9872972,0.0058058132,0.00011373237,0.00017008717,0.000014763237],"about_ca_topic_score_codex":0.0051963096,"about_ca_topic_score_gemma":0.0038104213,"teacher_disagreement_score":0.0051963096,"about_ca_system_score_codex":0.0003975332,"about_ca_system_score_gemma":0.0005828805,"threshold_uncertainty_score":0.010332108},"labels":[],"label_agreement":null},{"id":"W4412455471","doi":"10.1016/j.jweia.2025.106155","title":"Validation of urban airflow measurements through a combined field test and wind tunnel study","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Airflow; Wind tunnel; Field (mathematics); Environmental science; Meteorology; Engineering; Marine engineering; Aerospace engineering; Geography; Mechanical engineering; Mathematics","score_opus":0.02069520525096114,"score_gpt":0.2220481487787488,"score_spread":0.20135294352778765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412455471","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98171103,0.000044660068,0.015775386,0.000016770508,0.000020064244,0.00033191155,0.00055669923,0.0002674072,0.0012761316],"genre_scores_gemma":[0.9868578,0.00004795554,0.011514353,0.000020371133,0.0000053508957,0.00025017583,0.000583216,0.000025217347,0.0006955847],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992273,0.00018830571,0.000049622475,0.00018161105,0.0002459103,0.00010729387],"domain_scores_gemma":[0.99889344,0.0002342762,0.00009892821,0.00016074411,0.0005289598,0.000083646715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015891115,0.0008965006,0.00049528875,0.0007157595,0.0006116649,0.00046073346,0.0006668434,0.00046930407,0.0011352445],"category_scores_gemma":[0.0010534162,0.00021868866,0.00025087374,0.00056081684,0.00042791135,0.0005620908,0.0005593968,0.00034502716,0.00026446898],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013613541,0.0043999166,0.09026601,0.00044711813,0.00010688286,0.0007645414,0.0010249453,0.04581134,0.78275526,0.00057579327,0.0011785612,0.07130838],"study_design_scores_gemma":[0.0005399688,0.020124873,0.39461508,0.00014286893,0.00016401059,0.0007481422,0.0020703415,0.14992881,0.42367932,0.00042013204,0.00737231,0.0001941754],"about_ca_topic_score_codex":0.0068960944,"about_ca_topic_score_gemma":0.020657055,"teacher_disagreement_score":0.0068960944,"about_ca_system_score_codex":0.000417272,"about_ca_system_score_gemma":0.0006770377,"threshold_uncertainty_score":0.013711929},"labels":[],"label_agreement":null},{"id":"W4412705208","doi":"10.1016/j.jweia.2025.106190","title":"Aeroelastic simulation of torsional vibrations in a single-axis solar tracker","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Fundação para a Ciência e a Tecnologia","keywords":"Aeroelasticity; Vibration; Structural engineering; Physics; Acoustics; Aerospace engineering; Engineering; Mechanics; Aerodynamics","score_opus":0.012269739449826218,"score_gpt":0.21024659630175319,"score_spread":0.19797685685192698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412705208","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938839,0.000021497193,0.004230147,0.000027823815,0.0000072048347,0.000012801377,0.000098294,0.00004040215,0.0016779428],"genre_scores_gemma":[0.99824107,0.00001511321,0.0013031615,0.0000043824853,0.0000011801454,0.000011528531,0.00005790409,0.0000056353965,0.00035994535],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994624,0.000011717682,0.0000027638318,0.0000093475155,0.000017316273,0.000012705178],"domain_scores_gemma":[0.99984324,0.0000862328,0.000020565543,0.000011098174,0.000017704633,0.000021050451],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016229786,0.00022219676,0.00022141871,0.00017703357,0.00021419245,0.0003197308,0.00029579716,0.00051085063,0.0011696261],"category_scores_gemma":[0.0004114461,0.00011207208,0.00024094501,0.00017946499,0.00031758114,0.00015207464,0.00024300128,0.00022905134,0.000099768265],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013714786,0.00009210429,0.007140972,0.00003922496,0.000013865649,0.00019452973,0.000086336535,0.9728469,0.01487136,0.0005476077,0.00015498808,0.0038749243],"study_design_scores_gemma":[0.000013100838,0.00008357972,0.0024097692,0.0000028732295,0.000002269961,0.000014925813,0.000040490464,0.995821,0.0014327804,0.000072368224,0.000103611805,0.000003322297],"about_ca_topic_score_codex":0.004027213,"about_ca_topic_score_gemma":0.0031312318,"teacher_disagreement_score":0.004027213,"about_ca_system_score_codex":0.00016860709,"about_ca_system_score_gemma":0.00034760687,"threshold_uncertainty_score":0.008007526},"labels":[],"label_agreement":null},{"id":"W4412804535","doi":"10.1016/j.jweia.2025.106193","title":"Vortex-induced vibration mitigation in long-span bridges using a nonlinear energy sink inerter: Theoretical framework and application","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Vibration; Nonlinear system; Structural engineering; Sink (geography); Span (engineering); Vortex-induced vibration; Vortex; Engineering; Computer science; Mechanics; Physics; Acoustics; Geography","score_opus":0.006431978986518939,"score_gpt":0.2109639981592381,"score_spread":0.20453201917271918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412804535","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2594009,0.00090954115,0.7234727,0.0003363653,0.00012594851,0.000062873114,0.000020891941,0.00014376914,0.015527096],"genre_scores_gemma":[0.98353255,0.00031479518,0.013125519,0.000022809429,0.000026282649,0.000018232495,0.000008005137,0.000010811156,0.0029410399],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9999521,0.000012215131,0.0000018584695,0.000011134112,0.000015435837,0.000007238814],"domain_scores_gemma":[0.9999242,0.000031236006,0.000014496502,0.0000069149287,0.000016639497,0.000006441735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002486567,0.00034799144,0.00032786268,0.0002134475,0.00028402873,0.00038349352,0.0004957812,0.0005918288,0.0010212035],"category_scores_gemma":[0.00030707952,0.00011843318,0.0003027453,0.00011608228,0.000540609,0.0004988698,0.0004432056,0.00028275858,0.00011100657],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033409297,0.00035560774,0.001690492,0.00036815388,0.00007028196,0.00040710173,0.00024254424,0.5472804,0.28048202,0.102558,0.0006241473,0.065587185],"study_design_scores_gemma":[0.000008469545,0.00010082665,0.00023229628,0.000008679578,0.000011981519,0.000031747277,0.000021248234,0.99151856,0.005381469,0.002344745,0.00033292556,0.000007074802],"about_ca_topic_score_codex":0.00024401682,"about_ca_topic_score_gemma":0.00032048457,"teacher_disagreement_score":0.0010212035,"about_ca_system_score_codex":0.00014309754,"about_ca_system_score_gemma":0.00019242812,"threshold_uncertainty_score":0.0034162998},"labels":[],"label_agreement":null},{"id":"W4415053940","doi":"10.1016/j.jweia.2025.106248","title":"On performance-based wind design of tall buildings","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"","score_opus":0.01073381003188543,"score_gpt":0.18744935264938206,"score_spread":0.17671554261749664,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415053940","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15855022,0.0002842414,0.8213328,0.00014753593,0.00006219155,0.00007281664,0.00008296625,0.00014409517,0.01932315],"genre_scores_gemma":[0.95240444,0.00027185446,0.042160947,0.000035628138,0.000048117054,0.000051315674,0.000102792335,0.00007803385,0.00484685],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981755,0.00006617874,0.0000056109784,0.000016790858,0.000060096776,0.000033852026],"domain_scores_gemma":[0.99975747,0.000105125466,0.000026806723,0.000014364598,0.00007489193,0.000021336788],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042198302,0.00066199707,0.00083318393,0.00040965452,0.00036456643,0.0007111131,0.0005577514,0.0007213084,0.002665537],"category_scores_gemma":[0.0011032579,0.00033013572,0.0004080373,0.0003797529,0.0003944203,0.0005184307,0.0005990087,0.000422018,0.00038496676],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001333728,0.00001528727,0.00016883224,0.000011473357,0.0000031625475,0.00001845575,0.00001400322,0.9912793,0.0014567762,0.001814948,0.00010488943,0.005099545],"study_design_scores_gemma":[0.0000011232922,0.00001876374,0.00009771896,0.0000020222424,0.0000014130242,0.0000034179066,0.000009582064,0.998818,0.00017160144,0.0007099829,0.00016484928,0.0000015266768],"about_ca_topic_score_codex":0.0031035864,"about_ca_topic_score_gemma":0.003634966,"teacher_disagreement_score":0.0031035864,"about_ca_system_score_codex":0.00031644083,"about_ca_system_score_gemma":0.00046764643,"threshold_uncertainty_score":0.008917153},"labels":[],"label_agreement":null},{"id":"W4415975575","doi":"10.1016/j.jweia.2025.106263","title":"A physics-informed deep learning framework for the tropical cyclones decay model","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Artificial Intelligence in Medicine (Canada)","funders":"Shenzhen Science and Technology Innovation Program; National Natural Science Foundation of China","keywords":"Tropical cyclone; Deep learning; Hazard; Artificial neural network; Landfall; Empirical modelling; Land cover; Wind speed; Hazard analysis","score_opus":0.023954020667720836,"score_gpt":0.2525084461659889,"score_spread":0.22855442549826804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415975575","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03193508,0.001071429,0.9607284,0.001074178,0.00014010999,0.00004466489,0.0006200816,0.0010685492,0.0033175515],"genre_scores_gemma":[0.8094186,0.00094186334,0.17418048,0.00071820593,0.00028018956,0.00025764856,0.0020447914,0.0003274689,0.011830705],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999858,0.000035745128,0.000007882279,0.00003768797,0.0000320497,0.000028540248],"domain_scores_gemma":[0.9994229,0.00030436562,0.00003730949,0.000049047503,0.00013227882,0.000054116896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007983932,0.0007213579,0.0009792635,0.00037246404,0.00038405403,0.0008920323,0.0020606765,0.0014707106,0.0043503554],"category_scores_gemma":[0.0024796557,0.0005081456,0.00063241314,0.0004879294,0.00055594044,0.001302189,0.0016513852,0.0027317177,0.0008200669],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006957811,0.0000498492,0.0004855364,0.000049977105,0.000041720334,0.00003955317,0.000018265713,0.93343014,0.0006569927,0.019298159,0.0030455126,0.0428147],"study_design_scores_gemma":[0.000002790346,0.0000032734392,0.00001708486,0.0000021055891,0.0000018208021,0.0000018026141,7.6850665e-7,0.99667525,0.00004215775,0.0031354,0.0001164136,0.0000011203866],"about_ca_topic_score_codex":0.015379473,"about_ca_topic_score_gemma":0.017705489,"teacher_disagreement_score":0.015379473,"about_ca_system_score_codex":0.00087786553,"about_ca_system_score_gemma":0.0017210197,"threshold_uncertainty_score":0.030579865},"labels":[],"label_agreement":null},{"id":"W4416736634","doi":"10.1016/j.jweia.2025.106295","title":"Wind flow and wind loading by using the Dynamic Terrain approach","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Terrain; Inflow; Turbulence; Envelope (radar); Flow (mathematics); Wind engineering; Oblique case; Wind power","score_opus":0.010689851156077748,"score_gpt":0.20666948993970374,"score_spread":0.195979638783626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416736634","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34907496,0.0009813312,0.61693645,0.00042742552,0.00032913798,0.00013107058,0.00026500403,0.0003155461,0.031539097],"genre_scores_gemma":[0.9724646,0.00055544556,0.021158636,0.0000340045,0.00011766641,0.000050731105,0.00011139241,0.00009960157,0.0054079336],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991107,0.000032731565,0.000004197943,0.00001037195,0.00002661334,0.00001510786],"domain_scores_gemma":[0.9998951,0.000044799766,0.000013099454,0.000012379991,0.000023852546,0.000010776868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013836434,0.00052436563,0.000506536,0.00096859963,0.00037249332,0.0007430826,0.00050644885,0.0005428171,0.0030148963],"category_scores_gemma":[0.0007107039,0.00030685536,0.0005109405,0.0007777995,0.00047057087,0.0011635021,0.0006378317,0.00048996357,0.0003406985],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010792488,0.00013635324,0.0034217502,0.00007333746,0.00004795692,0.00047699918,0.000084248284,0.8980955,0.009210329,0.041664716,0.0007983183,0.04588251],"study_design_scores_gemma":[0.000010183999,0.000017081504,0.0009899811,0.0000034714867,0.0000044939375,0.000028234415,0.000024280609,0.99564654,0.00024933176,0.0025904763,0.0004277491,0.00000810392],"about_ca_topic_score_codex":0.0052755554,"about_ca_topic_score_gemma":0.004093678,"teacher_disagreement_score":0.0052755554,"about_ca_system_score_codex":0.00019870188,"about_ca_system_score_gemma":0.0002579528,"threshold_uncertainty_score":0.010489702},"labels":[],"label_agreement":null},{"id":"W4417428258","doi":"10.1016/j.jweia.2025.106314","title":"An aerodynamic database of wind loads on gable and hip roof buildings","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Department of Science and Technology, Republic of the Philippines","keywords":"Gable; Roof; Aerodynamics; Stiffness; Wind tunnel; Deck; Building model; Terrain","score_opus":0.009463755979398721,"score_gpt":0.21467907009751983,"score_spread":0.2052153141181211,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417428258","genre_codex":"empirical","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"dataset","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.782192,0.0003652714,0.010453667,0.000047690104,0.00002722597,0.0002535897,0.19534886,0.0021875827,0.009124052],"genre_scores_gemma":[0.6460465,0.00045165032,0.013586136,0.000029470122,0.00002710411,0.00040622643,0.3372555,0.00025943134,0.0019379423],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992705,0.00007479836,0.00013017686,0.00014504575,0.00030843014,0.000071037495],"domain_scores_gemma":[0.9978084,0.00039385236,0.00032344557,0.00046996874,0.00086703186,0.00013730674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052415946,0.00079162355,0.00071157847,0.004650638,0.00050467113,0.0007964202,0.00071143947,0.00074728305,0.0035457134],"category_scores_gemma":[0.0018781017,0.00034008178,0.00049493666,0.0033411202,0.00022251053,0.00089344557,0.0005740022,0.00030943475,0.0020558683],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011106113,0.0014344021,0.5577743,0.0013694444,0.0002662921,0.0016514085,0.0012115343,0.10909899,0.024301218,0.0024207137,0.058933057,0.24042796],"study_design_scores_gemma":[0.00010751138,0.00055375067,0.8262359,0.00028171923,0.00009552855,0.0009591557,0.0016901912,0.09097465,0.0147186285,0.0011982108,0.06298795,0.00019674582],"about_ca_topic_score_codex":0.005032512,"about_ca_topic_score_gemma":0.010936039,"teacher_disagreement_score":0.005032512,"about_ca_system_score_codex":0.00035163653,"about_ca_system_score_gemma":0.0004116185,"threshold_uncertainty_score":0.011861563},"labels":[],"label_agreement":null},{"id":"W7081927693","doi":"10.1016/j.jweia.2025.106233","title":"A methodology for comparing mean, fluctuating and peak wind loads of buildings","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Geochemistry and Geologic Mapping","field":"Computer Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada); Western University","funders":"American Society of Civil Engineers","keywords":"Aerodynamics; Wind tunnel; Turbulence; Wind engineering; Wind speed; Wind shear; Planetary boundary layer; Boundary layer; Aerodynamic force","score_opus":0.04357250180868246,"score_gpt":0.25816309585346614,"score_spread":0.21459059404478367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7081927693","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1270497,0.00008591791,0.8668714,0.000027878807,0.000046010915,0.00038966502,0.0015985364,0.0011461228,0.0027846685],"genre_scores_gemma":[0.53529114,0.00006056509,0.46141437,0.000023414903,0.000027871407,0.0007173852,0.0015437405,0.00019055842,0.00073088094],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99766904,0.0005582074,0.00027389868,0.0004530596,0.0009438009,0.00010194984],"domain_scores_gemma":[0.99437803,0.002476019,0.0008127695,0.00096691883,0.0012627329,0.00010352829],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0030872356,0.00052528107,0.00044753405,0.0036194702,0.0006217198,0.0012204332,0.0007440719,0.00040857636,0.0013127113],"category_scores_gemma":[0.015065366,0.00032804496,0.00043035232,0.0023523073,0.00042252924,0.0010652306,0.00088013394,0.00049040327,0.00035478675],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00047161715,0.00037022628,0.16772845,0.0005091234,0.00040686113,0.00027156094,0.0014310235,0.07666757,0.084076054,0.0121897925,0.0027619302,0.6531158],"study_design_scores_gemma":[0.00008124068,0.0018887476,0.39489886,0.00017452573,0.00019136193,0.0013996848,0.0019594715,0.47045735,0.095488936,0.011406221,0.021684444,0.00036917895],"about_ca_topic_score_codex":0.002520411,"about_ca_topic_score_gemma":0.00246954,"teacher_disagreement_score":0.0036194702,"about_ca_system_score_codex":0.00033790147,"about_ca_system_score_gemma":0.0006400796,"threshold_uncertainty_score":0.016327083},"labels":[],"label_agreement":null},{"id":"W7108464484","doi":"10.1016/j.jweia.2025.106304","title":"LES of wind-induced pressures and flow structures around tandem buildings","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Alliance de recherche numérique du Canada; University of Toronto; Innovation, Science and Economic Development Canada","keywords":"Tandem; Flow (mathematics); Flow conditions; Flow properties","score_opus":0.013423417991048759,"score_gpt":0.21811796951074738,"score_spread":0.20469455151969862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7108464484","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946142,0.000028817007,0.0041256025,0.000014546148,0.0000061211176,0.0000067061032,0.000101512705,0.000121234836,0.0009811443],"genre_scores_gemma":[0.9977144,0.000020060448,0.0017464958,0.000004298379,0.000003684475,0.000005813577,0.00013909818,0.000015297202,0.0003508394],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989724,0.0000115201365,0.0000057101524,0.000021906122,0.00003874229,0.00002484321],"domain_scores_gemma":[0.9997925,0.00008655989,0.000027227486,0.00002351886,0.000042140924,0.000028005968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016086624,0.00040413902,0.00042062634,0.00038117598,0.00030100523,0.00063661335,0.00028326694,0.00047659877,0.000834889],"category_scores_gemma":[0.00047120088,0.0001853738,0.00023280998,0.0004209793,0.00046753208,0.0005133039,0.0004176889,0.0003565037,0.00013960758],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00055353367,0.0003091078,0.041625686,0.00010855098,0.000059251113,0.001054259,0.00048490573,0.7591789,0.17074397,0.0010005035,0.00063359295,0.024247728],"study_design_scores_gemma":[0.000024512785,0.00014687207,0.021939559,0.000008429992,0.000010253005,0.00007052525,0.00025269313,0.96137166,0.015609043,0.00020436372,0.00034192676,0.000020243511],"about_ca_topic_score_codex":0.0022363511,"about_ca_topic_score_gemma":0.002048431,"teacher_disagreement_score":0.0022363511,"about_ca_system_score_codex":0.00022088314,"about_ca_system_score_gemma":0.00033904327,"threshold_uncertainty_score":0.0044466853},"labels":[],"label_agreement":null},{"id":"W7115913666","doi":"10.1016/j.jweia.2025.106313","title":"Simulating high-translation-speed tornado-like vortex effects on building aerodynamics through a rapid traversing system","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Western University","keywords":"Traverse; Aerodynamics; Transient (computer programming); Track (disk drive); Flow (mathematics); Vortex; Translation (biology)","score_opus":0.010111895572199473,"score_gpt":0.206963387721604,"score_spread":0.19685149214940453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7115913666","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929594,0.000009952652,0.0064674183,0.000007397996,0.000004323905,0.000029961117,0.000044429908,0.000073639596,0.00040341014],"genre_scores_gemma":[0.9965823,0.000013008441,0.0031766903,0.000002207207,8.479065e-7,0.000019892523,0.00004186788,0.000008651814,0.0001545618],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999373,0.000012947794,0.000002998577,0.00001070915,0.000019985719,0.000016087777],"domain_scores_gemma":[0.99987066,0.0000618615,0.000016188713,0.000018715336,0.000017271755,0.000015280024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018260811,0.0002748349,0.0002609852,0.00016236442,0.00023679416,0.00023779711,0.00026544585,0.00028262896,0.00060843106],"category_scores_gemma":[0.0003851905,0.00014269885,0.00021541699,0.00012363485,0.00031865083,0.00018604509,0.00024057635,0.00025576857,0.00008201336],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049090263,0.0003065275,0.012039216,0.00012020308,0.00003084787,0.00046252878,0.00038311115,0.68024373,0.2899424,0.0005963247,0.00018142578,0.015202719],"study_design_scores_gemma":[0.00008457081,0.0010538261,0.018900082,0.0000067663523,0.000016329854,0.00008608254,0.00015090562,0.9222786,0.056594916,0.000116346666,0.0006857057,0.000025862348],"about_ca_topic_score_codex":0.0027003377,"about_ca_topic_score_gemma":0.0031954434,"teacher_disagreement_score":0.0027003377,"about_ca_system_score_codex":0.00022749799,"about_ca_system_score_gemma":0.0003681391,"threshold_uncertainty_score":0.005369246},"labels":[],"label_agreement":null},{"id":"W7117322938","doi":"10.1016/j.jweia.2025.106323","title":"A user-friendly graphical user interface (GUI) of wall jet analytical and semi-empirical models of downbursts","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Meteorological Phenomena and Simulations","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Università degli Studi di Genova; Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Jet (fluid); Key (lock); Graphical user interface; Usability; Storm; Tornado; Flow (mathematics)","score_opus":0.02641784696121142,"score_gpt":0.24672845727194143,"score_spread":0.22031061031073002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117322938","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009462874,0.00020737514,0.8116307,0.00018183416,0.00013767042,0.00019353672,0.006681307,0.15842274,0.013081902],"genre_scores_gemma":[0.3555417,0.001626241,0.52904665,0.00070018636,0.00021424178,0.003045825,0.022342244,0.038725037,0.04875795],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978274,0.000044856803,0.000026098602,0.000045676225,0.00007659613,0.000024037425],"domain_scores_gemma":[0.9991757,0.00044040225,0.000050334835,0.00008929873,0.0001958499,0.000048331072],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005986434,0.0016076986,0.0008291589,0.0007324782,0.000267593,0.0009812294,0.0020654574,0.00090149615,0.053938784],"category_scores_gemma":[0.0022347814,0.0004970862,0.0007929006,0.00043961848,0.00027301276,0.00084532396,0.0010316328,0.0009136347,0.015102765],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013960012,0.0005389789,0.007737046,0.002378557,0.00024939454,0.002233422,0.0009821814,0.34467214,0.054399204,0.029031955,0.2176834,0.33869773],"study_design_scores_gemma":[0.00031352846,0.00016325178,0.0018295081,0.0002206733,0.00006872891,0.0005316708,0.00007870826,0.8238148,0.017607605,0.007519321,0.14773533,0.000116895535],"about_ca_topic_score_codex":0.001897973,"about_ca_topic_score_gemma":0.0011481254,"teacher_disagreement_score":0.053938784,"about_ca_system_score_codex":0.0002626607,"about_ca_system_score_gemma":0.00053105084,"threshold_uncertainty_score":0.18044317},"labels":[],"label_agreement":null},{"id":"W7117762504","doi":"10.1016/j.jweia.2025.106322","title":"Validation of rooftop wind measurements in the urban environment: Comparison between wind tunnel results and field data","year":2025,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"National Research Council Canada; Université de Montréal; Transport Canada; McGill University","keywords":"Anemometer; Airflow; Wind tunnel; Wind speed; Turbulence; Reference data; Field (mathematics); Turbulence kinetic energy","score_opus":0.052951468664861175,"score_gpt":0.24949007325813452,"score_spread":0.19653860459327335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117762504","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9831834,0.000033689215,0.014102945,0.000011355065,0.000015311798,0.00020942773,0.0009996132,0.00022010595,0.0012242121],"genre_scores_gemma":[0.98788303,0.00004382023,0.009953451,0.000017318986,0.000003952877,0.00020110876,0.0014098901,0.00002785811,0.00045946185],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992387,0.00016528527,0.000060219652,0.00019900355,0.00024997894,0.000086728294],"domain_scores_gemma":[0.99838555,0.00029969346,0.00015077887,0.00027793477,0.0008061484,0.00007993262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018095891,0.00073514116,0.00041339587,0.000703128,0.0005863089,0.0005407803,0.00071982684,0.0004315803,0.00091467035],"category_scores_gemma":[0.0019908159,0.00022313494,0.0002572153,0.00066555577,0.0003570091,0.0005944032,0.00046771442,0.0002993271,0.00036566705],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013606534,0.0033160541,0.4486579,0.00052809657,0.00016300817,0.00069801253,0.0018651508,0.06244651,0.37825975,0.00053544535,0.0014753487,0.100694016],"study_design_scores_gemma":[0.0001513952,0.0030194218,0.753617,0.00010928709,0.00008421463,0.00034246623,0.0016936322,0.10402123,0.13373175,0.00025492586,0.0028779109,0.00009683519],"about_ca_topic_score_codex":0.013790902,"about_ca_topic_score_gemma":0.035387672,"teacher_disagreement_score":0.013790902,"about_ca_system_score_codex":0.00043618405,"about_ca_system_score_gemma":0.00064884464,"threshold_uncertainty_score":0.027421296},"labels":[],"label_agreement":null},{"id":"W900870300","doi":"10.1016/j.jweia.2015.06.014","title":"Aerodynamic instability performance of twin box girders for long-span bridges","year":2015,"lang":"en","type":"article","venue":"Journal of Wind Engineering and Industrial Aerodynamics","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Government of Alberta Ministry of Transportation","keywords":"Girder; Flutter; Structural engineering; Aerodynamics; Wind tunnel; Span (engineering); Aeroelasticity; Stiffness; Box girder; Engineering; Aerospace engineering","score_opus":0.02198696195969087,"score_gpt":0.21255647673524233,"score_spread":0.19056951477555145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W900870300","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998445,0.000034685534,0.0010752863,0.000008239707,0.000007982353,0.0000021493718,0.0000108705135,0.000011706876,0.00040410337],"genre_scores_gemma":[0.99946505,0.000009952621,0.00020234907,0.0000022919994,0.0000013720982,0.0000015232912,0.000025278214,0.0000029445882,0.00028929496],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998981,0.00002161606,0.0000060378725,0.000013387815,0.000037478905,0.000023433286],"domain_scores_gemma":[0.9995066,0.00020942414,0.00003702804,0.00003381059,0.00015452839,0.000058544727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030353543,0.00024818134,0.0003503332,0.00035608304,0.0003158579,0.0002481939,0.00023308073,0.00051055616,0.0017289658],"category_scores_gemma":[0.0008771757,0.00013738869,0.00027707595,0.00012671492,0.0002007946,0.00032906953,0.0004042999,0.00023939315,0.00024892212],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0053012203,0.00041832935,0.038132872,0.0001886702,0.00016403102,0.000940804,0.00058229186,0.25287518,0.65470374,0.0012920316,0.0009863105,0.0444145],"study_design_scores_gemma":[0.00007620003,0.002602307,0.054074243,0.000028177697,0.00006729235,0.0003008632,0.00039290398,0.8670739,0.07439791,0.00046728234,0.0004805933,0.000038260714],"about_ca_topic_score_codex":0.00061447895,"about_ca_topic_score_gemma":0.0007271781,"teacher_disagreement_score":0.0017289658,"about_ca_system_score_codex":0.00011542761,"about_ca_system_score_gemma":0.00013468984,"threshold_uncertainty_score":0.0057839155},"labels":[],"label_agreement":null}]}