{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":17,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":17,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"query_hash":"d762761b7d9e","filters":{"venue":"Electronic Journal of Structural Engineering"}},"results":[{"id":"W2288727221","doi":"10.56748/ejse.9117","title":"Bond Strength of FRP Laminates to Concrete: State-of-the-Art Review","year":2009,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":95,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary; Read Jones Christoffersen (Canada)","funders":"","keywords":"Fibre-reinforced plastic; Slab; Structural engineering; Materials science; Failure mode and effects analysis; Composite material; Bond strength; Structural failure; Engineering; Adhesive; Layer (electronics)","retraction":null,"screen_n_in":null,"score":{"opus":0.003017153625074523,"gpt":0.2054318617777478,"spread":0.2024147081526733,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001832746,0.0002795101,0.0006095195,0.0001561533,0.00001996499,0.00001080412,0.0005273307,0.00005674556,0.00002958507],"category_scores_gemma":[0.00011357,0.0002120002,0.0002565669,0.00043363,0.00002735048,0.0002235667,0.00002969236,0.0006155098,0.000001334601],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000208713,"about_ca_system_score_gemma":0.0001014209,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002677263,"about_ca_topic_score_gemma":3.944427e-7,"domain_scores_codex":[0.9980872,0.00001232599,0.0008437216,0.0001060611,0.0004050089,0.0005456883],"domain_scores_gemma":[0.9991248,0.00005673679,0.0002675357,0.0002601435,0.0001701485,0.0001205816],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00006312231,5.331901e-7,0.00006408466,0.001006537,0.0003048874,0.00001532883,0.0002630005,0.1135717,0.7984017,0.003178023,0.0007186966,0.08241232],"study_design_scores_gemma":[0.0008284919,0.0008030888,0.008627191,0.002700581,0.0002356595,0.0005910787,0.00002515845,0.006249723,0.9768106,0.0003352205,0.002182551,0.0006106844],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.972612,0.02567983,0.000816156,0.00009797636,0.0004131689,0.0002383241,0.000009524624,0.00004909979,0.00008391316],"genre_scores_gemma":[0.9965492,0.001247682,0.002040501,0.00003575717,0.00006036826,0.000001205937,0.000001751417,0.00003017584,0.00003336534],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1784088,"threshold_uncertainty_score":0.8645119,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4300845354","doi":"10.56748/ejse.334","title":"Experimental &amp; theoretical behavior of thin walled composite filled beams","year":2003,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Structural engineering; Materials science; Composite number; Connection (principal bundle); Beam (structure); Buckling; Pumice; Shear (geology); Composite material; Engineering; Geology; Volcano","retraction":null,"screen_n_in":null,"score":{"opus":0.004649075439614119,"gpt":0.2187026740432065,"spread":0.2140535986035924,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001875538,0.0003528964,0.000559679,0.0002094428,0.00004129299,0.00003020729,0.0003536464,0.0001370539,0.0003848423],"category_scores_gemma":[0.00005225111,0.0003062279,0.0002867606,0.0002087254,0.00008768933,0.0002623218,0.00002524776,0.0008134456,0.000003235529],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003623212,"about_ca_system_score_gemma":0.00006847284,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002611303,"about_ca_topic_score_gemma":1.875515e-7,"domain_scores_codex":[0.9979647,0.0000270659,0.0007546193,0.0001354871,0.0004226556,0.0006954892],"domain_scores_gemma":[0.9992732,0.0000718695,0.0001660866,0.0002210703,0.0001007525,0.0001670065],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00004595692,0.000001907143,0.0001091786,0.00003331237,0.0001767174,0.00001932235,0.0003310765,0.08077893,0.8754995,0.04247176,0.00001063616,0.000521721],"study_design_scores_gemma":[0.001719211,0.0002942861,0.0008645436,0.00007627095,0.0001540765,0.001777033,0.0001222358,0.00899333,0.9848604,0.0003966451,0.0002204459,0.0005214757],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9925967,0.003049894,0.00324534,0.000006443064,0.0006445156,0.0001643659,0.000003731275,0.00009142964,0.0001975623],"genre_scores_gemma":[0.9935715,0.00003329773,0.006218423,0.000004646442,0.00007977085,0.000005474925,0.000004368396,0.00006425278,0.00001826997],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.109361,"threshold_uncertainty_score":0.999939,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3184440757","doi":"10.56748/ejse.14181","title":"Seismic Behaviour of High-Rise Buildings with Transfer Floors","year":2014,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Girder; Structural engineering; Slab; Response spectrum; Geology; Finite element method; Structural system; Transfer function; Nonlinear system; Shear wall; Bending moment; Seismic analysis; Transfer (computing); Engineering; Geotechnical engineering; Computer science; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.001691404229200145,"gpt":0.16297348669354,"spread":0.1612820824643399,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001638624,0.0002003456,0.0003891417,0.0002495276,0.00002418901,0.00001442796,0.0002160014,0.00005957164,0.00002259016],"category_scores_gemma":[0.00000697886,0.0001563879,0.0001283079,0.0002748879,0.00002131834,0.0002730186,0.000006373873,0.0004850991,8.866036e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001203245,"about_ca_system_score_gemma":0.00003627996,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002184679,"about_ca_topic_score_gemma":0.000003402045,"domain_scores_codex":[0.9988303,0.000006757277,0.000394443,0.00008705895,0.0002372231,0.000444245],"domain_scores_gemma":[0.9996566,0.00001962733,0.00005803249,0.0001193992,0.00006774549,0.0000785557],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001982231,0.000002733264,0.0005955929,0.00004997319,0.0002131358,0.000002686724,0.0001377899,0.9776779,0.01621503,0.0004741843,0.00001009424,0.004601002],"study_design_scores_gemma":[0.00189506,0.0006667589,0.009237195,0.000249928,0.0004480636,0.0006464637,0.0001116209,0.8594878,0.1256331,0.000284803,0.0007519619,0.0005871588],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9089077,0.0008772395,0.08997377,0.00002627784,0.0001282502,0.00003004091,0.000001493212,0.00004347767,0.00001171774],"genre_scores_gemma":[0.9988357,0.0001453655,0.0007933031,0.000008238753,0.000166106,9.781393e-7,0.000001536678,0.00003915794,0.000009568797],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1181901,"threshold_uncertainty_score":0.6377315,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W93646333","doi":"10.56748/ejse.773","title":"Shallow Spherical Shell Rectangular Finite Element for Analysis of Cross Shaped Shell Roof","year":2007,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Finite element method; Shell (structure); Structural engineering; Roof; Mixed finite element method; Deflection (physics); Geometry; Finite element limit analysis; Rigid body; Engineering; Mathematics; Physics; Classical mechanics; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.00619210247582762,"gpt":0.2403597096002192,"spread":0.2341676071243916,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004928726,0.0002663379,0.0006624081,0.0004636757,0.00004456683,0.00004140966,0.0002749444,0.0001111198,0.0001653066],"category_scores_gemma":[0.00009387681,0.0002276063,0.0005817409,0.001096722,0.00002310682,0.0002403503,0.00001893796,0.0003529451,3.61904e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003590675,"about_ca_system_score_gemma":0.0000356171,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006688178,"about_ca_topic_score_gemma":0.00003569825,"domain_scores_codex":[0.9978193,0.00000940724,0.0009932506,0.0001616334,0.0003454656,0.0006709406],"domain_scores_gemma":[0.9990466,0.0001541773,0.0002604206,0.0001566543,0.0002621717,0.0001200061],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006533309,0.000003791827,0.001055221,0.00004959651,0.001860919,0.000003916683,0.00010131,0.9619036,0.03202534,0.0005476177,0.000004280003,0.0023791],"study_design_scores_gemma":[0.0005920347,0.000174362,0.01403718,0.00002306418,0.000924208,0.0000198445,0.00004172412,0.9684864,0.01503057,0.0001925987,0.0002111787,0.0002667904],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.625126,0.002039103,0.3724472,0.00001006004,0.0002083588,0.00009480614,0.000008395098,0.00003627449,0.00002976152],"genre_scores_gemma":[0.9875208,0.0001188132,0.01204837,0.000008368795,0.0002135364,0.000001635625,0.00002407342,0.00003880307,0.00002563757],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3623948,"threshold_uncertainty_score":0.9281517,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3184792481","doi":"10.56748/ejse.14182","title":"Shear Response of SFRC Beams Constructed with SCC and Steel Fibers","year":2014,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Shear (geology); Materials science; Deflection (physics); Flexural strength; Fiber-reinforced concrete; Reinforced concrete; Composite material; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.002239264211862433,"gpt":0.1735904774104577,"spread":0.1713512131985953,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002695735,0.00028189,0.0004629385,0.0002575459,0.00003395562,0.00002928878,0.0002173349,0.00009706127,0.00002408864],"category_scores_gemma":[0.00008066204,0.0002283518,0.0000848172,0.0002356974,0.00009509989,0.0003009886,0.00002271533,0.0006149825,4.334595e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001982907,"about_ca_system_score_gemma":0.00008264762,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005145555,"about_ca_topic_score_gemma":4.364668e-7,"domain_scores_codex":[0.9985025,0.00002618909,0.0004894271,0.0001236935,0.0003148852,0.0005433311],"domain_scores_gemma":[0.9992288,0.0001577701,0.0001657882,0.0001764625,0.0001209487,0.0001502565],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0009362157,5.010041e-7,0.001021165,0.0002261939,0.0005067008,0.00002653164,0.0005359131,0.3514158,0.6252042,0.005325387,0.00001420701,0.01478715],"study_design_scores_gemma":[0.008430483,0.004144524,0.09464168,0.000890349,0.0005514687,0.009339919,0.0006509683,0.2326187,0.6452881,0.0005723428,0.000849259,0.002022227],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.994406,0.0009337018,0.004221736,0.00001956924,0.0002077606,0.00009333195,0.000003198678,0.00007770383,0.00003694215],"genre_scores_gemma":[0.9932504,0.00003972018,0.006564762,0.000005087023,0.00007756271,0.000001072646,0.000001250089,0.00005002036,0.000010124],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1187972,"threshold_uncertainty_score":0.9311916,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2186233747","doi":"10.56748/ejse.655","title":"Decision Tools for the Engineering of Steel Structures","year":2006,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Realm; Decision engineering; Computer science; Management science; Process (computing); Field (mathematics); Business decision mapping; Engineering; Systems engineering; Engineering management; Construction engineering; Software engineering; Decision support system; Artificial intelligence","retraction":null,"screen_n_in":null,"score":{"opus":0.02452100607962168,"gpt":0.2798573404147037,"spread":0.2553363343350821,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001732311,0.0002373653,0.0004826156,0.0003088417,0.00008077244,0.0001518557,0.000998899,0.000093949,0.0000287904],"category_scores_gemma":[0.003575812,0.0001351265,0.0003273382,0.0004983479,0.00004009376,0.0004321913,0.00005276683,0.0004408496,8.00874e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001537438,"about_ca_system_score_gemma":0.0001612634,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006620062,"about_ca_topic_score_gemma":0.000002621476,"domain_scores_codex":[0.9971468,0.00001772439,0.001169781,0.0001934033,0.0009114306,0.0005608305],"domain_scores_gemma":[0.9943179,0.004379483,0.000453345,0.0003377504,0.0004449069,0.00006662095],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005172076,0.000003189006,0.00002954691,0.00001504163,0.00005681094,0.000001853988,0.00003386126,0.906558,0.01174781,0.06975662,0.00020203,0.01154355],"study_design_scores_gemma":[0.002208604,0.0006658227,0.02472235,0.0001736645,0.0001988316,0.0007221986,0.0001984477,0.8229153,0.02059175,0.1149904,0.01192841,0.000684189],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.241172,0.00477862,0.7527266,0.00008224495,0.001006202,0.0001928008,0.000007808474,0.0000219369,0.0000117701],"genre_scores_gemma":[0.9816992,0.00002245467,0.01770386,0.000005648641,0.0004912437,0.000003764355,9.811508e-7,0.00002725312,0.00004555749],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7405272,"threshold_uncertainty_score":0.5510299,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3185484382","doi":"10.56748/ejse.12150","title":"Modelling Force Flows in a Wood Light-Frame Buildings","year":2012,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"McGill University; University of New Brunswick; University of Ottawa","funders":"","keywords":"Framing (construction); Architectural engineering; Substructure; Frame (networking); Finite element method; Computer science; Building code; Context (archaeology); Engineering; Structural engineering; Construction engineering; Mechanical engineering; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.005220436254292274,"gpt":0.1764934182627717,"spread":0.1712729820084794,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001954339,0.0002142896,0.0002758803,0.0001650747,0.00002713668,0.0000287815,0.0001641132,0.00007856882,0.00001362203],"category_scores_gemma":[0.00001078545,0.0001759468,0.0001022909,0.0001959329,0.00000475164,0.0006296806,0.00001665254,0.0006049019,0.000003248942],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003528686,"about_ca_system_score_gemma":0.00002046672,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007556165,"about_ca_topic_score_gemma":0.000003268056,"domain_scores_codex":[0.9985124,0.0000073348,0.000362813,0.00006759025,0.0001643512,0.0008855183],"domain_scores_gemma":[0.9997081,0.00002484909,0.00005111926,0.00008927946,0.00002544052,0.0001012401],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001475272,0.000004128015,0.0002593227,0.000038389,0.0001043926,0.000004463839,0.001220937,0.9833556,0.01276164,0.0009580198,0.00000766264,0.001270648],"study_design_scores_gemma":[0.001069488,0.0001753281,0.0002903058,0.0001915357,0.00005310691,0.0004961249,0.0001973405,0.9619539,0.03255222,0.0007543708,0.001764781,0.0005014491],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9678773,0.02104879,0.0103837,0.00003697288,0.0004351261,0.00006306685,6.065423e-7,0.00007056625,0.00008381429],"genre_scores_gemma":[0.9968277,0.0002087175,0.002524264,0.000003950374,0.0003644957,0.000002737914,7.380357e-7,0.00004545885,0.00002200219],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02895029,"threshold_uncertainty_score":0.7174903,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2908625746","doi":"10.56748/ejse.17213","title":"Effects of Nano-Materials on Key Properties of Cementitious Composites: A Review","year":2017,"lang":"en","type":"review","venue":"Electronic Journal of Structural Engineering","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Cementitious; Cement; Quality (philosophy); Nano-; Process (computing); Construction engineering; Business; Civil engineering; Risk analysis (engineering); Engineering; Computer science; Materials science; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.02259210316852148,"gpt":0.2790595668875988,"spread":0.2564674637190772,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004340562,0.0004370316,0.002533451,0.0003084842,0.00003350939,0.00004387286,0.0006480685,0.0001324028,0.00005321474],"category_scores_gemma":[0.0001157196,0.0003158681,0.0004255608,0.0001167262,0.00003610248,0.0001522501,0.00006444521,0.0004708912,0.000003204625],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002561781,"about_ca_system_score_gemma":0.0002005116,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005304607,"about_ca_topic_score_gemma":3.641839e-7,"domain_scores_codex":[0.9974952,0.00007253056,0.001322868,0.0001339895,0.0004455182,0.0005298983],"domain_scores_gemma":[0.9986676,0.00007607186,0.0007546245,0.0003011725,0.0001314251,0.00006909518],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"systematic_review","study_design_gemma":"systematic_review","study_design_scores_codex":[0.00003243172,0.00001033663,7.267221e-8,0.5802384,0.001882323,0.00003006578,0.00004492652,0.0003925267,0.322334,0.0003735054,0.00007942455,0.09458198],"study_design_scores_gemma":[0.0008062787,0.0009952806,0.000001866604,0.4235632,0.001889637,0.0003354969,0.000003056977,0.00008827294,0.4104258,0.00001911782,0.1611081,0.0007638862],"study_design_candidate":"systematic_review","study_design_consensus":"systematic_review","genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.009383592,0.9893497,0.00002856259,0.000003537427,0.0005629021,0.0006111048,0.00001632749,0.00002237409,0.00002188803],"genre_scores_gemma":[0.09308734,0.9065918,0.0000285741,0.000001925715,0.0001807608,0.00001785078,0.000009272442,0.0000685598,0.00001393458],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.1610287,"threshold_uncertainty_score":0.9999294,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3158809417","doi":"10.56748/ejse.17219","title":"Reinforced Concrete Beams and Slabs with Bonded CFRP Laminates: Strain Compatibility Paradox","year":2017,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Fibre-reinforced plastic; Precast concrete; Materials science; Compatibility (geochemistry); Structural engineering; Composite material; Girder; Epoxy; Limiting; Beam (structure); Engineering; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.005290826585823085,"gpt":0.2088475334952349,"spread":0.2035567069094118,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002076336,0.0004147576,0.0005777066,0.0001338231,0.000183548,0.0002139783,0.0005475803,0.0001282602,0.00002771321],"category_scores_gemma":[0.00008788671,0.0003345841,0.0001134192,0.00008029349,0.0001466781,0.000868905,0.00005415326,0.0009775307,0.000001113935],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002824603,"about_ca_system_score_gemma":0.00008850486,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002070702,"about_ca_topic_score_gemma":0.000002182386,"domain_scores_codex":[0.9980615,0.00001148448,0.0005640183,0.000194112,0.0003632235,0.0008056611],"domain_scores_gemma":[0.9988115,0.0000690162,0.0003228636,0.0004528299,0.000127118,0.0002166299],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0005291848,2.38541e-7,0.001995553,0.0006424205,0.001416718,0.0004134555,0.001644731,0.2085139,0.7326875,0.02337089,0.00003802918,0.02874728],"study_design_scores_gemma":[0.009608533,0.002424329,0.07930516,0.0008170293,0.0005650023,0.009199535,0.0005521139,0.5751349,0.3178671,0.0008843186,0.0006556707,0.002986304],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961565,0.0009160934,0.002166443,0.00004586544,0.0002870337,0.0001842091,0.00001154078,0.0001221678,0.0001101488],"genre_scores_gemma":[0.9968811,0.00007651101,0.002790032,0.00000630428,0.0001400411,0.000002825954,0.00000546909,0.00005796937,0.00003975247],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4148204,"threshold_uncertainty_score":0.9999106,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4292176249","doi":"10.56748/ejse.331","title":"Qualitative &amp; Semi-Quantitative Reasoning Techniques for Engineering Projects at Conceptual Stage","year":2003,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"BIM and Construction Integration","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia; Coquitlam College","funders":"","keywords":"Qualitative reasoning; Computer science; Abstraction; Management science; Artificial intelligence; Engineering; Epistemology","retraction":null,"screen_n_in":null,"score":{"opus":0.01707063865030917,"gpt":0.2833095035985923,"spread":0.2662388649482831,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004521386,0.0003006669,0.0003665533,0.0002562563,0.00007896099,0.00004059338,0.0001419322,0.0001249221,0.00004055949],"category_scores_gemma":[0.0003452913,0.0002813331,0.0001685993,0.0002583936,0.00004093502,0.0004156605,0.00001047891,0.0005892453,0.000001685827],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007399285,"about_ca_system_score_gemma":0.0001110443,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002774679,"about_ca_topic_score_gemma":0.000009517257,"domain_scores_codex":[0.9984407,0.0000338805,0.0005431638,0.0001554471,0.0002257249,0.0006010443],"domain_scores_gemma":[0.9991917,0.0002083391,0.0001722244,0.0001134153,0.0002193464,0.00009498939],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00009341579,0.000006241793,0.0000497032,0.0002290787,0.000548372,0.000005079183,0.01101235,0.170089,0.1679944,0.6479951,0.0002098809,0.00176734],"study_design_scores_gemma":[0.003454444,0.001507861,0.0001430681,0.0008631122,0.0002582267,0.002006958,0.01457681,0.1854623,0.6581849,0.003183915,0.1278908,0.002467642],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6082649,0.003377969,0.3868799,0.00001278717,0.000678607,0.0002948254,0.0000170117,0.0002442451,0.000229731],"genre_scores_gemma":[0.956414,0.00006872595,0.04313656,0.000005737829,0.0001356648,0.00002699109,0.000008134636,0.00006490669,0.000139276],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6448112,"threshold_uncertainty_score":0.9999639,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2134460830","doi":"10.56748/ejse.330","title":"Computer Application to Study Engineering Projects at the Early Stages of Development","year":2003,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"AI-based Problem Solving and Planning","field":"Computer Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Coquitlam College","funders":"","keywords":"Computer science; Context (archaeology); Logical conjunction; Software engineering; Engineering design process; Management science; Qualitative reasoning; Systems engineering; Engineering; Artificial intelligence; Programming language","retraction":null,"screen_n_in":null,"score":{"opus":0.005168780429954323,"gpt":0.2025734248001629,"spread":0.1974046443702086,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000604243,0.0001461829,0.0001864695,0.00013828,0.00008112557,0.0000395162,0.0004455883,0.00002692504,0.000002247827],"category_scores_gemma":[0.00003053904,0.0001049766,0.00004491569,0.0003334787,0.000004866576,0.0001706332,0.00007481205,0.000308093,0.000001372549],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001984325,"about_ca_system_score_gemma":0.0001490267,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005118684,"about_ca_topic_score_gemma":0.000002089692,"domain_scores_codex":[0.9987819,0.00002907628,0.0003743561,0.0001446431,0.0002946123,0.0003754528],"domain_scores_gemma":[0.9993877,0.00008986334,0.0001710566,0.0001953605,0.00009079953,0.00006516933],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001577913,0.00002388638,0.008416466,0.00004785201,0.0002426351,0.00001157111,0.009291496,0.938201,0.01443172,0.009780853,0.00001971091,0.01951703],"study_design_scores_gemma":[0.004023588,0.005224537,0.2650745,0.0005846269,0.0001393697,0.00163218,0.000425478,0.3835587,0.3283154,0.0004428645,0.008395129,0.002183613],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.577864,0.0002962765,0.4215618,0.00002883765,0.0001011297,0.0001268472,1.298111e-7,0.00001840264,0.000002577062],"genre_scores_gemma":[0.9510233,0.000001516621,0.04889298,0.00001045975,0.00004463251,0.000005377439,2.486474e-7,0.00001072037,0.00001072751],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5546423,"threshold_uncertainty_score":0.428082,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3185090966","doi":"10.56748/ejse.15201","title":"Dynamic Analysis of Overhead Transmission Line under Turbulent Wind Loading","year":2015,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Carleton University","funders":"","keywords":"Response analysis; Structural engineering; Transmission line; Finite element method; Engineering; Nonlinear system; Dynamic load testing; Wind engineering; Frequency response; Response time; Displacement (psychology); Line (geometry); Control theory (sociology); Computer science; Mathematics; Electrical engineering; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.00566082038016959,"gpt":0.2189458102285432,"spread":0.2132849898483736,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002296615,0.0001840413,0.0004780806,0.0006657158,0.00001864592,0.00001938489,0.0001663313,0.00007745517,0.00005104818],"category_scores_gemma":[0.00001598329,0.0001580088,0.0003024396,0.0009081957,0.00001380389,0.0002393993,0.000008252826,0.0003850047,7.350291e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004258194,"about_ca_system_score_gemma":0.00008818365,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004365701,"about_ca_topic_score_gemma":0.00000867073,"domain_scores_codex":[0.9986372,0.00001354954,0.0005746484,0.00009443379,0.0003356323,0.0003445433],"domain_scores_gemma":[0.9994456,0.00002763589,0.000136837,0.0001191355,0.0001151101,0.0001556515],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001543286,0.000003522146,0.00004842768,0.00001933874,0.001351967,0.000003860366,0.000214936,0.983033,0.01405694,0.0003163747,0.000005672799,0.0009304961],"study_design_scores_gemma":[0.0004309157,0.0000880436,0.00101806,0.00003190723,0.0007380153,0.00005938889,0.0001145086,0.9944807,0.002588083,0.0002187036,0.00007424842,0.0001574313],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5207585,0.002507923,0.4764934,0.00005492924,0.00009669175,0.00002680767,0.000001797533,0.00003397263,0.00002604001],"genre_scores_gemma":[0.998249,0.0001273993,0.001513493,0.000007920403,0.00004008146,2.348644e-7,0.0000103458,0.0000247455,0.00002677945],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4774905,"threshold_uncertainty_score":0.6443412,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3184463893","doi":"10.56748/ejse.131722","title":"Sustainability Considerations for Underground Concrete Manholes","year":2013,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Precast concrete; Sustainability; Engineering; Civil engineering; Structural engineering; Reinforced concrete; Geotechnical engineering; Forensic engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004247645574362259,"gpt":0.1990076742162859,"spread":0.1947600286419237,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000168255,0.0002579503,0.0003481085,0.0001616262,0.00007792289,0.000112056,0.000175571,0.0001248407,0.00005904103],"category_scores_gemma":[0.0003197284,0.0002293654,0.000186393,0.0001352768,0.00003745431,0.0003952197,0.00001545259,0.0005881172,0.00000137539],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004884461,"about_ca_system_score_gemma":0.000114889,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001092569,"about_ca_topic_score_gemma":0.00000283763,"domain_scores_codex":[0.9984774,0.00001017725,0.0005184486,0.0001260176,0.0001750352,0.0006929256],"domain_scores_gemma":[0.9990241,0.0003029671,0.00007595937,0.0001658387,0.0002953341,0.000135778],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000067653,0.000001149418,0.00001155901,0.000176753,0.0002031246,0.000003303744,0.00007438618,0.9044589,0.01190548,0.08150338,0.0004872051,0.00116798],"study_design_scores_gemma":[0.001920056,0.0005124004,0.003602728,0.00008220666,0.0001377151,0.001239798,0.0003580394,0.6031019,0.006984723,0.3773858,0.003638293,0.00103635],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7348363,0.003227865,0.2592489,0.0007286759,0.0009121789,0.0005507159,0.0000068664,0.0003865726,0.0001018776],"genre_scores_gemma":[0.9949179,0.00003495415,0.004685489,0.00001839146,0.0002393993,0.00002103859,0.00000236507,0.0000486536,0.00003186315],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.301357,"threshold_uncertainty_score":0.9353248,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4396743286","doi":"10.56748/ejse.24506","title":"Examining ACI Development Length and Strength Provisions for RC Slabs Strengthened with NSM GFRP","year":2024,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Engineering; Forensic engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.007338655561021097,"gpt":0.204796074402125,"spread":0.1974574188411039,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001786708,0.0003932043,0.0003866076,0.0003189912,0.00008327579,0.000153236,0.0002289292,0.0001031709,0.00001674277],"category_scores_gemma":[0.00003944401,0.0003008838,0.00008074535,0.0002374116,0.00002968816,0.0005208665,0.0000309062,0.0007397908,7.994713e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003904706,"about_ca_system_score_gemma":0.0002249738,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001673113,"about_ca_topic_score_gemma":0.000002269066,"domain_scores_codex":[0.998183,0.000006970271,0.0005256542,0.0002170789,0.0003010654,0.0007662686],"domain_scores_gemma":[0.9993597,0.0001685128,0.00007836461,0.0001370744,0.00008716995,0.0001692401],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002096512,0.000001332506,0.0002376183,0.001436487,0.002395953,0.000164299,0.003756551,0.157575,0.192953,0.01763649,0.00008280735,0.6235509],"study_design_scores_gemma":[0.004935539,0.002798883,0.00492634,0.002439612,0.0008280387,0.005716058,0.001266089,0.5998091,0.3501151,0.0005481703,0.02349345,0.003123745],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9783635,0.005738311,0.01485715,0.00002482469,0.0004699072,0.000238946,0.000007710839,0.0002652527,0.00003445318],"genre_scores_gemma":[0.9813815,0.0001151158,0.01810869,0.000003470696,0.0002196069,0.00001448581,0.000008346233,0.00009624072,0.00005252288],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6204271,"threshold_uncertainty_score":0.9999443,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3186176013","doi":"10.56748/ejse.336","title":"Method for the Automatic Generation of Timber Connection Patterns","year":2003,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Design Education and Practice","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Connection (principal bundle); Frame (networking); Computer science; Engineering drawing; Software engineering; Engineering; Telecommunications; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01467421200270452,"gpt":0.2707743809192442,"spread":0.2561001689165396,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000483049,0.00008517017,0.0001212503,0.0000684617,0.00003113285,0.00001868632,0.00007505741,0.000032851,0.000071328],"category_scores_gemma":[0.0001275533,0.00006284178,0.00006896014,0.00009480565,0.00000352777,0.0001758493,0.000001610561,0.0002129686,4.861448e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001091206,"about_ca_system_score_gemma":0.00005444737,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002278063,"about_ca_topic_score_gemma":0.00000253431,"domain_scores_codex":[0.9993797,0.00002668903,0.0002719366,0.0000407957,0.00009918843,0.000181705],"domain_scores_gemma":[0.9994451,0.0002714343,0.0001070969,0.00006989446,0.00008030056,0.00002617059],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000005227444,0.000003533158,0.00002887471,0.00008136003,0.000222787,2.762495e-7,0.0003221038,0.9166234,0.05325019,0.01419897,0.0001976162,0.01506561],"study_design_scores_gemma":[0.0003177671,0.0000784948,0.0005637234,0.00001743341,0.00008513743,0.000298354,0.0001194425,0.9448647,0.04914533,0.0003222227,0.004086034,0.0001013151],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1726618,0.001303931,0.8250361,0.00006553061,0.0007769957,0.00009704883,9.737006e-7,0.00002122414,0.00003645021],"genre_scores_gemma":[0.9838951,0.00006168088,0.01581102,0.00001079714,0.0001766458,0.000004559422,0.000001045398,0.00001788518,0.00002122882],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8112334,"threshold_uncertainty_score":0.2562613,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3180610407","doi":"10.56748/ejse.14177","title":"Design of Steel I-Beams: A Proposed Equation","year":2014,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Structural engineering; Steel design; Finite element method; Nonlinear system; Engineering; Moment (physics); Mathematics; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.00624045441263166,"gpt":0.1859646778619745,"spread":0.1797242234493429,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004167249,0.0002253248,0.0004276618,0.0003092027,0.00002895391,0.00002563082,0.0002869944,0.00008334112,0.00002442201],"category_scores_gemma":[0.0001436435,0.0001937744,0.0001477397,0.0003529452,0.00002173148,0.0002557228,0.00001624857,0.000505016,0.000001909285],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002872098,"about_ca_system_score_gemma":0.0000592301,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006033144,"about_ca_topic_score_gemma":7.011569e-7,"domain_scores_codex":[0.998417,0.00003491488,0.0006052028,0.0001084244,0.0003508681,0.0004835962],"domain_scores_gemma":[0.9992831,0.0001176687,0.0002039517,0.000174045,0.0001397456,0.00008145541],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001372105,0.00000107213,0.00002827345,0.00004902721,0.000166614,0.000001012503,0.00009826209,0.6661396,0.3296928,0.001369995,0.000004726426,0.002434867],"study_design_scores_gemma":[0.0005105625,0.0002295375,0.001089738,0.0000725177,0.0001016845,0.000126681,0.00002702151,0.7472993,0.2491877,0.001079331,0.00005086761,0.0002251293],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6809781,0.001179015,0.317277,0.00001898509,0.0003145819,0.00009744878,6.933052e-7,0.00009332081,0.00004089986],"genre_scores_gemma":[0.9907423,0.00004052274,0.00896625,0.000003270818,0.0001909554,0.000001013556,0.000001538453,0.00004283868,0.00001136649],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3097641,"threshold_uncertainty_score":0.7901891,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399354301","doi":"10.56748/ejse.24483","title":"Investigating the Behaviour and Strength of Unbonded Pre-tensioned RC Slabs Subject to Flexural Loads","year":2024,"lang":"en","type":"article","venue":"Electronic Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Flexural strength; Materials science; Composite material; Structural engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004998104352141845,"gpt":0.2180026392060688,"spread":0.2130045348539269,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002439771,0.0003233364,0.0003982094,0.0002794996,0.00005573239,0.00009780164,0.0003278324,0.00009681086,0.00001878815],"category_scores_gemma":[0.0001009149,0.0002282309,0.0001486555,0.0004648554,0.00005279805,0.0003565372,0.0000625701,0.0009631152,9.46011e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002390428,"about_ca_system_score_gemma":0.0001135824,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002714265,"about_ca_topic_score_gemma":0.000003736562,"domain_scores_codex":[0.9981925,0.00001736783,0.0006345708,0.0001619168,0.0003824067,0.0006112614],"domain_scores_gemma":[0.999298,0.000144069,0.00009492938,0.0001897636,0.0001013361,0.0001718977],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0000286804,2.922905e-7,0.0006926729,0.0002711658,0.0003702533,0.00003898643,0.001835264,0.120582,0.8536693,0.004986661,0.00008024285,0.01744438],"study_design_scores_gemma":[0.0011497,0.0009245434,0.03842485,0.001101025,0.0005467602,0.003792393,0.0005355448,0.2719146,0.6791134,0.001038736,0.0003056422,0.001152816],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9924349,0.0055448,0.0008803974,0.000105502,0.0006936399,0.0001718173,0.000006604488,0.0001470515,0.00001533328],"genre_scores_gemma":[0.997799,0.0000665293,0.001828472,0.0000112852,0.0002025491,0.000003465953,0.000002444846,0.00006111302,0.00002513363],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1745559,"threshold_uncertainty_score":0.9306984,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}