{"meta":{"query_hash":"0d5fc84441f1","filters":{"topic":"Structural mechanics and materials"},"cohort_total":42,"direct_labels_cover":0,"predictions_cover":42,"exported":42,"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/0d5fc84441f1","api":"https://metacan.xera.ac/api/v1/cohort?topic=Structural+mechanics+and+materials"},"results":[{"id":"W1893589849","doi":"10.1007/978-1-4419-1047-9_10","title":"Influence Lines Method","year":2009,"lang":"en","type":"book-chapter","venue":"","topic":"Structural mechanics and materials","field":"Materials 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":"Condor Petroleum (Canada); Riverview Hospital","funders":"","keywords":"Statically indeterminate; Influence line; Truss; Tracing; Displacement (psychology); Arch; Structural engineering; Frame (networking); Computer science; Engineering; Mechanical engineering; Programming language","score_opus":0.024489554473087337,"score_gpt":0.29287917655085693,"score_spread":0.2683896220777696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1893589849","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":[0.0015034562,0.0010140508,0.82486975,0.00025969426,0.00033565456,0.00006877933,0.00021215528,0.0010334118,0.17070301],"genre_scores_gemma":[0.1160781,0.003255071,0.47762978,0.00040770287,0.00052524137,0.00046598623,0.0008135691,0.0028483835,0.39797613],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99931145,0.00017095523,0.000014252893,0.00014133369,0.0003293445,0.00003261512],"domain_scores_gemma":[0.99965394,0.00012463704,0.000016999098,0.00010721017,0.000078479585,0.000018642775],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004919073,0.0011003299,0.0007581038,0.0014102221,0.0007540326,0.0012281125,0.0014719518,0.0008830955,0.038721472],"category_scores_gemma":[0.0015385916,0.00048026725,0.00077678694,0.0009516898,0.001121747,0.0015280916,0.0012809236,0.001830041,0.013022224],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005653533,0.000043870736,0.00011619895,0.00015969953,0.000041354717,0.000086015236,0.00011760028,0.009393759,0.0040993155,0.6300829,0.040688083,0.31511468],"study_design_scores_gemma":[0.0000420515,0.00006325683,0.0003147769,0.00008643002,0.000055796547,0.00043520436,0.000053250275,0.12972341,0.015266669,0.44162753,0.41228622,0.0000454017],"about_ca_topic_score_codex":0.0010930867,"about_ca_topic_score_gemma":0.0013406524,"teacher_disagreement_score":0.038721472,"about_ca_system_score_codex":0.00054680574,"about_ca_system_score_gemma":0.00046980722,"threshold_uncertainty_score":0.12953621},"labels":[],"label_agreement":null},{"id":"W2121297390","doi":"10.1139/l10-103","title":"A practical method of design of concrete pedestals for columns for anchor rod tension breakout","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"TD Bank Group","funders":"","keywords":"Breakout; Embedment; Structural engineering; Tension (geology); Finite element method; Rebar; Statically indeterminate; Anchor bolt; Rod; Foundation (evidence); Bending; Shear (geology); Engineering; Ultimate tensile strength; Stiffness; Materials science; Composite material","score_opus":0.03150274244935979,"score_gpt":0.2845017335886696,"score_spread":0.2529989911393098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2121297390","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":[0.0068943095,0.000039637078,0.98811555,0.00002586868,0.000032022246,0.00008545116,0.000031963973,0.0005093505,0.004265816],"genre_scores_gemma":[0.15013468,0.000116444404,0.84251773,0.000028742414,0.000034738343,0.00019618116,0.00012943939,0.00017637633,0.0066656414],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997725,0.000028040442,0.000009530023,0.00003960571,0.00013082186,0.000019454506],"domain_scores_gemma":[0.99984205,0.000021659855,0.000022934839,0.00003066832,0.00006443593,0.00001825688],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020526,0.0007245036,0.0002659913,0.00041459408,0.0003744992,0.00034854095,0.00066462526,0.00031738076,0.006042786],"category_scores_gemma":[0.00039882812,0.00031864535,0.0002996946,0.00014787316,0.0002707733,0.00025340123,0.00044598896,0.00041850016,0.0019163012],"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":[0.00013731673,0.00009057483,0.0015901449,0.00051058247,0.000046602898,0.00059197994,0.00025506332,0.08222223,0.42280686,0.028321486,0.0078439675,0.45558316],"study_design_scores_gemma":[0.0001410125,0.0011541365,0.0049845483,0.0001447443,0.00011772017,0.0042771115,0.00021538061,0.48603413,0.23032117,0.013647698,0.25882944,0.00013291392],"about_ca_topic_score_codex":0.00071537384,"about_ca_topic_score_gemma":0.0017679511,"teacher_disagreement_score":0.006042786,"about_ca_system_score_codex":0.00019601811,"about_ca_system_score_gemma":0.0007148246,"threshold_uncertainty_score":0.020215094},"labels":[],"label_agreement":null},{"id":"W2170368947","doi":"10.5539/mas.v9n3p10","title":"Analytical Modification of Seismic Effect on the Building","year":2014,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Constructive; Foundation (evidence); Slab; Shear modulus; Geology; Structural engineering; Modulus; Shear (geology); Geotechnical engineering; Computer science; Materials science; Geophysics; Engineering; Composite material; Process (computing); Petrology","score_opus":0.02215811738758881,"score_gpt":0.27292306154890644,"score_spread":0.2507649441613176,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170368947","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":[0.14661671,0.00083696906,0.8144956,0.00015725674,0.000157772,0.000043815377,0.000064327825,0.00049361784,0.03713384],"genre_scores_gemma":[0.9278978,0.001200004,0.058970217,0.000045158853,0.00009154978,0.00003875186,0.000049927025,0.0001302343,0.0115763545],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998727,0.00002835142,0.0000034415864,0.000018197139,0.00006465372,0.000012728158],"domain_scores_gemma":[0.99983215,0.00006341932,0.000024467563,0.00003008124,0.000041260693,0.000008604204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015674304,0.00040930652,0.0001760223,0.00028541614,0.00011336316,0.00024228942,0.00029889678,0.00020252878,0.0035571894],"category_scores_gemma":[0.0006602074,0.00012423519,0.0003123885,0.00013499483,0.00037556977,0.0002619165,0.00028592598,0.00034372802,0.000618967],"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":[0.00026624458,0.00008400691,0.0011534631,0.0005247454,0.000054840206,0.00039314583,0.00025389687,0.18837598,0.60594195,0.07765113,0.0011027757,0.12419787],"study_design_scores_gemma":[0.000016312213,0.00035342108,0.0028895554,0.000050750965,0.000084769505,0.00068080897,0.00009298555,0.820515,0.15094367,0.01060194,0.013737441,0.000033360608],"about_ca_topic_score_codex":0.00031004124,"about_ca_topic_score_gemma":0.0004006262,"teacher_disagreement_score":0.0035571894,"about_ca_system_score_codex":0.00023503295,"about_ca_system_score_gemma":0.00023142237,"threshold_uncertainty_score":0.011899948},"labels":[],"label_agreement":null},{"id":"W2174170745","doi":"10.32657/10356/12037","title":"Damage assessment of reinforced concrete frames to ground excitations","year":2005,"lang":"en","type":"dissertation","venue":"","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Defence Science and Technology Agency - Singapore; Petroleum Technology Research Centre","keywords":"Expediting; Reinforced concrete; Structural engineering; Engineering; Computer science; Systems engineering","score_opus":0.017527019969509273,"score_gpt":0.3303052548940677,"score_spread":0.3127782349245584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2174170745","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":[0.9188962,0.00014906112,0.068350665,0.00011035715,0.000058631038,0.00012293455,0.00046530188,0.0001741312,0.01167283],"genre_scores_gemma":[0.9893332,0.00010612891,0.004102467,0.000010435273,0.000005920885,0.000019029263,0.0002332369,0.000015436783,0.0061739893],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998074,0.000028348868,0.000004261414,0.000021810167,0.00010434532,0.000033911136],"domain_scores_gemma":[0.99981946,0.00004284728,0.000018731662,0.000024133635,0.00007677462,0.000018103585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019597157,0.0002979485,0.0002393507,0.00057943084,0.00025525354,0.00016607014,0.00023801372,0.0003971828,0.0065942244],"category_scores_gemma":[0.00084985275,0.00016687364,0.00021069674,0.00026793664,0.0001848644,0.00025280108,0.00031126058,0.00027964197,0.0007005368],"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":[0.0009426828,0.00029822125,0.01622544,0.00016514954,0.00006718568,0.0009664793,0.00034346996,0.38584164,0.43027312,0.003941154,0.0043729316,0.15656246],"study_design_scores_gemma":[0.000071899056,0.0016873421,0.11141637,0.00006718917,0.00007269754,0.00045168275,0.00038567145,0.6813508,0.1965804,0.0032384333,0.004625097,0.00005239664],"about_ca_topic_score_codex":0.0027091303,"about_ca_topic_score_gemma":0.0059103267,"teacher_disagreement_score":0.0065942244,"about_ca_system_score_codex":0.00026940106,"about_ca_system_score_gemma":0.00016932854,"threshold_uncertainty_score":0.022059858},"labels":[],"label_agreement":null},{"id":"W2192098310","doi":"10.5539/jas.v8n1p188","title":"Green Synthesis of Nano-Sized Sulfur and Its Effect on Plant Growth","year":2015,"lang":"en","type":"article","venue":"Journal of Agricultural Science","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":53,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Sulfur; Melia azedarach; Nanoparticle; Fourier transform infrared spectroscopy; Cucurbita pepo; Aqueous solution; Nuclear chemistry; Scanning electron microscope; Chemistry; Materials science; Nanotechnology; Chemical engineering; Botany; Organic chemistry; Biology","score_opus":0.016128336887668824,"score_gpt":0.2324320686572908,"score_spread":0.21630373176962198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2192098310","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":[0.9862286,0.0025411695,0.0064152037,0.0001353786,0.000042948268,0.000024770865,0.0002504182,0.00013165164,0.0042298757],"genre_scores_gemma":[0.9888343,0.0009830595,0.0059995046,0.000055099714,0.0000054532075,0.000014812686,0.00015693545,0.000018586572,0.0039323187],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999653,0.0000030623041,0.000002038441,0.000010036275,0.000014342421,0.000005271393],"domain_scores_gemma":[0.9999752,0.00000416354,0.000007706274,0.0000020383543,0.0000049461455,0.000005913318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000052913918,0.00019212122,0.00012787887,0.00016124724,0.00010103951,0.000093637434,0.000107164546,0.00020793067,0.0008379957],"category_scores_gemma":[0.00004074755,0.000072211704,0.00019371473,0.00008992399,0.00010559659,0.00013610614,0.000111819936,0.00015716479,0.00015378147],"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":[0.00002428506,0.000008661897,0.000057847315,0.00006308943,0.0000020397042,0.000037748734,0.0000082929055,0.00013075277,0.9973688,0.0001346284,0.000044650107,0.002119197],"study_design_scores_gemma":[0.0000037201853,0.00015773407,0.0007286427,0.0000035618234,0.0000052847427,0.00004708214,0.0000094076495,0.00069521205,0.9961324,0.00004710864,0.0021669788,0.0000028844993],"about_ca_topic_score_codex":0.00059980823,"about_ca_topic_score_gemma":0.0017365415,"teacher_disagreement_score":0.0008379957,"about_ca_system_score_codex":0.00022759126,"about_ca_system_score_gemma":0.00010708947,"threshold_uncertainty_score":0.0028033257},"labels":[],"label_agreement":null},{"id":"W2252481726","doi":"","title":"Compatibility performance as a fundamental requirement for the repair of concrete structures with Self-Compacting Repair Mortars","year":2007,"lang":"en","type":"article","venue":"ORBi (University of Liège)","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Université Laval","keywords":"Compatibility (geochemistry); Mortar; Forensic engineering; Structural engineering; Engineering; Materials science; Composite material","score_opus":0.021107919740442512,"score_gpt":0.24447343759561235,"score_spread":0.22336551785516984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2252481726","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":[0.8951437,0.0004825871,0.075793274,0.00035113763,0.00015514469,0.00012187762,0.00033887525,0.001347554,0.026265897],"genre_scores_gemma":[0.98123264,0.0000909493,0.009217497,0.000025662188,0.000033872606,0.000037854563,0.00034933226,0.0002628194,0.008749442],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99800736,0.00016578569,0.000100796446,0.00015656807,0.0014017115,0.00016781897],"domain_scores_gemma":[0.99527234,0.0013278144,0.0006434137,0.00050805375,0.0020003829,0.00024807703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014681345,0.0006047581,0.0005500784,0.0007899462,0.0009720298,0.0015832952,0.00074644963,0.0011455428,0.012447126],"category_scores_gemma":[0.0062488373,0.0004345777,0.00024686236,0.00034463973,0.0007396544,0.0014510329,0.0008985329,0.00055521395,0.0064737746],"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":[0.00032956066,0.00017559562,0.009434106,0.00013501468,0.000017565113,0.00042832983,0.00036461142,0.005341401,0.94435585,0.005720197,0.001365175,0.032332633],"study_design_scores_gemma":[0.000035035657,0.0012123078,0.040916074,0.000038669772,0.00005404139,0.001842027,0.00045215647,0.020239893,0.92014706,0.0019737682,0.013025311,0.000063698666],"about_ca_topic_score_codex":0.00040312283,"about_ca_topic_score_gemma":0.00057371316,"teacher_disagreement_score":0.012447126,"about_ca_system_score_codex":0.0001704076,"about_ca_system_score_gemma":0.0006236364,"threshold_uncertainty_score":0.041639745},"labels":[],"label_agreement":null},{"id":"W2294192908","doi":"10.5539/jas.v8n4p179","title":"Sulfur Nanoparticles Improves Root and Shoot Growth of Tomato","year":2016,"lang":"en","type":"article","venue":"Journal of Agricultural Science","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":58,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Shoot; Sulfur; Nanoparticle; Scanning electron microscope; Chemistry; Aqueous solution; Nuclear chemistry; Horticulture; Materials science; Biology; Nanotechnology; Organic chemistry","score_opus":0.00850516465794932,"score_gpt":0.22220123072927814,"score_spread":0.21369606607132882,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2294192908","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":[0.9940064,0.00108195,0.0017818278,0.00010485369,0.000025789826,0.00001230937,0.00013233442,0.00009921726,0.0027552876],"genre_scores_gemma":[0.99204284,0.0005083801,0.0021367026,0.000061658335,0.0000050379745,0.000012933463,0.00015995487,0.00003267368,0.005039746],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999434,0.000006534037,0.0000041412472,0.000015389534,0.000023417033,0.000007183651],"domain_scores_gemma":[0.9999604,0.0000074017034,0.000010424883,0.0000027033166,0.0000095897585,0.000009522129],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000059192058,0.00030552305,0.00018333038,0.00019727134,0.000110303416,0.00012933093,0.00013349878,0.00029973063,0.0012794866],"category_scores_gemma":[0.000054919536,0.00011168418,0.00017234693,0.000054576525,0.000098960416,0.0001655042,0.00014440755,0.00027607157,0.00024963918],"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":[0.000020166042,0.0000062486556,0.000025434761,0.00002045638,0.0000011407998,0.000013183532,0.000003187407,0.00003370057,0.99930286,0.000011162799,0.000014221245,0.0005481654],"study_design_scores_gemma":[0.000006102294,0.00031984976,0.0015032759,0.0000049990585,0.000007650429,0.000055170105,0.000017830702,0.0005646677,0.9961068,0.000027904933,0.0013823374,0.0000034756924],"about_ca_topic_score_codex":0.00070109783,"about_ca_topic_score_gemma":0.0016575586,"teacher_disagreement_score":0.0012794866,"about_ca_system_score_codex":0.00016849989,"about_ca_system_score_gemma":0.00010368817,"threshold_uncertainty_score":0.004280269},"labels":[],"label_agreement":null},{"id":"W2502905336","doi":"10.1201/9780203881200-71","title":"Investigation of sulfur modified asphalt concrete mixes for road construction in the gulf","year":2008,"lang":"en","type":"book-chapter","venue":"","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Asphalt; Sulfur; Road construction; Asphalt concrete; Environmental science; Engineering; Forensic engineering; Civil engineering; Materials science; Composite material; Metallurgy","score_opus":0.050685539920042655,"score_gpt":0.24623006727872918,"score_spread":0.19554452735868652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2502905336","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":[0.99377775,0.0006721607,0.0009965536,0.000027365057,0.000004762405,0.00003315488,0.000041422387,0.000018684445,0.0044281473],"genre_scores_gemma":[0.98754394,0.0008886343,0.003985259,0.000009674168,0.0000024778426,0.000013435416,0.00007790954,0.00000928924,0.007469373],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983,0.000028489332,0.0000071660393,0.000014528215,0.00010735061,0.000012345819],"domain_scores_gemma":[0.99994206,0.0000121663315,0.000014248225,0.0000035876255,0.000016779246,0.000011010302],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020685693,0.00022770806,0.00011366927,0.00088863604,0.0002628298,0.00025935474,0.00035061338,0.0002336704,0.001393635],"category_scores_gemma":[0.0001450379,0.00012342093,0.00016008814,0.00044177248,0.00020715022,0.0002294542,0.000207216,0.00013173009,0.00019195589],"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":[0.00043790942,0.00030757635,0.016503746,0.000590722,0.000029345432,0.00088948454,0.0009660775,0.010101317,0.8656533,0.0020785653,0.00031186434,0.10213008],"study_design_scores_gemma":[0.00004058551,0.004821352,0.10194387,0.0001007675,0.00009814835,0.001186531,0.0025685728,0.010508073,0.845241,0.00078718306,0.032664746,0.000039211838],"about_ca_topic_score_codex":0.0029067348,"about_ca_topic_score_gemma":0.014511236,"teacher_disagreement_score":0.0029067348,"about_ca_system_score_codex":0.0005706272,"about_ca_system_score_gemma":0.00046081012,"threshold_uncertainty_score":0.005779624},"labels":[],"label_agreement":null},{"id":"W2502918769","doi":"10.1016/b978-0-08-100693-1.09003-2","title":"Historical background of the development of concrete admixtures","year":2015,"lang":"en","type":"book-chapter","venue":"Elsevier eBooks","topic":"Structural mechanics and materials","field":"Materials Science","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":"Université de Sherbrooke","funders":"","keywords":"Architectural engineering; Environmental science; Materials science; Engineering","score_opus":0.053013161331618645,"score_gpt":0.2644195227258321,"score_spread":0.21140636139421343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2502918769","genre_codex":"other","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":[0.0059227548,0.06546433,0.007885454,0.0028593533,0.0010708764,0.000042311247,0.00011656346,0.00005739099,0.916581],"genre_scores_gemma":[0.17861685,0.08886604,0.010105682,0.001288077,0.0010179338,0.000096795375,0.00021537917,0.00016353618,0.7196297],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99924386,0.00021428507,0.000052538966,0.00016173082,0.0002459641,0.000081608945],"domain_scores_gemma":[0.99954,0.00020803034,0.000043335232,0.000051627274,0.00012254492,0.00003454244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010190397,0.0007960416,0.00030312827,0.0022978615,0.0024205004,0.0037269369,0.0008256952,0.0015962512,0.023208953],"category_scores_gemma":[0.0016864922,0.00047204245,0.00019747477,0.0026682953,0.005028972,0.0023131457,0.001989384,0.0026758995,0.0042741904],"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":[0.00001912444,0.000026681571,0.000116966534,0.00022914,0.000003217692,0.00012907982,0.0016476571,0.0006539564,0.00039262426,0.9072449,0.011372563,0.07816393],"study_design_scores_gemma":[0.0000021523174,0.000020555575,0.00040057316,0.00046641563,0.0000029251896,0.00017838983,0.0003539887,0.00023185286,0.0008284979,0.035983626,0.961522,0.000009108432],"about_ca_topic_score_codex":0.0041581704,"about_ca_topic_score_gemma":0.009551425,"teacher_disagreement_score":0.023208953,"about_ca_system_score_codex":0.0039054912,"about_ca_system_score_gemma":0.0019577893,"threshold_uncertainty_score":0.077641666},"labels":[],"label_agreement":null},{"id":"W2557909615","doi":"10.5539/mas.v11n3p32","title":"Effect of Different Variables on the Size Distribution of Barium Chromate Nanoparticles","year":2016,"lang":"en","type":"article","venue":"Modern Applied Science","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Dynamic light scattering; Nanoparticle; Materials science; Pulmonary surfactant; Transmission electron microscopy; Barium; Diffraction; Chemical engineering; Nuclear chemistry; Analytical Chemistry (journal); Nanotechnology; Chemistry; Chromatography; Optics; Metallurgy; Physics","score_opus":0.007997305032623423,"score_gpt":0.22362697845198695,"score_spread":0.21562967341936354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2557909615","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":[0.9954099,0.0015951514,0.0013481535,0.000074392374,0.000039513183,0.000015506497,0.00013975814,0.000041321015,0.0013363053],"genre_scores_gemma":[0.99666315,0.0008694902,0.0012113913,0.00004157095,0.000015493331,0.00002163652,0.000113817594,0.000029481087,0.0010340316],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978405,0.000037564154,0.00002200693,0.000059471153,0.00006337775,0.0000334479],"domain_scores_gemma":[0.9995945,0.0001897796,0.00008316007,0.000023561008,0.0000825181,0.000026540976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020661466,0.00019960938,0.00020858059,0.00018238122,0.00014215792,0.00041012204,0.00018196572,0.00019991738,0.0011748766],"category_scores_gemma":[0.00081593293,0.0001555531,0.000134029,0.00021033426,0.00020751398,0.00027158592,0.000134057,0.00025209994,0.00023780933],"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":[0.00025194662,0.000031580625,0.00048268103,0.00008935754,0.000011399194,0.000052992098,0.000040020757,0.00020739056,0.99567753,0.000050963656,0.000044329834,0.0030598044],"study_design_scores_gemma":[0.0000047735557,0.00013694543,0.001652153,0.0000022976292,0.000013203106,0.000028780676,0.000023585279,0.00043229148,0.9970579,0.00001280905,0.00062998146,0.0000053515764],"about_ca_topic_score_codex":0.0005853831,"about_ca_topic_score_gemma":0.00080035883,"teacher_disagreement_score":0.0011748766,"about_ca_system_score_codex":0.00019404637,"about_ca_system_score_gemma":0.00014669402,"threshold_uncertainty_score":0.0039303303},"labels":[],"label_agreement":null},{"id":"W2617574499","doi":"10.12737/5679","title":"Definition of causes of destruction of materials of a bricklaying on sites of facades of buildings under construction of the residential quarter in the residential district &amp;#34;October&amp;#34; of Novocherkassk of the Rostov region.","year":2014,"lang":"en","type":"article","venue":"Construction and Architecture","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cladding (metalworking); Masonry; Quarter (Canadian coin); Architectural engineering; Forensic engineering; Engineering; Civil engineering; Materials science; Geography; Composite material; Archaeology","score_opus":0.02646559997887618,"score_gpt":0.24783704244199686,"score_spread":0.22137144246312068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2617574499","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":[0.94918686,0.0041779894,0.0072988947,0.0002924967,0.00006177341,0.00022115349,0.0018098778,0.0000795792,0.03687148],"genre_scores_gemma":[0.99067163,0.00093125383,0.0023725322,0.000025041838,0.000015000913,0.000036174257,0.0010375927,0.000013555285,0.0048971805],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99918324,0.000079797464,0.00009808313,0.00014079455,0.00034855228,0.00014964408],"domain_scores_gemma":[0.9989411,0.00015982147,0.0004883677,0.000054116143,0.00023419848,0.00012234565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000376004,0.00040255484,0.00021550042,0.005546965,0.00067371904,0.0010720714,0.00061804714,0.0005058383,0.0042709815],"category_scores_gemma":[0.00075281854,0.00022316175,0.00041830135,0.001686497,0.0011408699,0.00058491825,0.0012657149,0.00034176034,0.00039953098],"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":[0.00009951675,0.00009429598,0.9222564,0.0005550133,0.00007693095,0.004370956,0.0045398353,0.0027751166,0.006906175,0.014081927,0.0023907092,0.04185322],"study_design_scores_gemma":[0.0000028931172,0.000070145965,0.9674406,0.00015229455,0.000035811514,0.0061786356,0.0053498517,0.0009850323,0.0023806228,0.0013010261,0.016082443,0.000020608173],"about_ca_topic_score_codex":0.006178483,"about_ca_topic_score_gemma":0.0076270476,"teacher_disagreement_score":0.006178483,"about_ca_system_score_codex":0.0010350307,"about_ca_system_score_gemma":0.0009545603,"threshold_uncertainty_score":0.014287829},"labels":[],"label_agreement":null},{"id":"W2898507371","doi":"10.1115/icone26-81860","title":"Low-Cycle Strength of Elements of Constructions","year":2018,"lang":"en","type":"article","venue":"","topic":"Structural mechanics and materials","field":"Materials 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":"Ontario Tech University","funders":"","keywords":"Structural engineering; Deformation (meteorology); Piecewise; Kinematics; Diagram; Stress (linguistics); Low-cycle fatigue; Mathematics; Plane (geometry); Materials science; Engineering; Mathematical analysis; Geometry; Physics; Classical mechanics; Composite material; Statistics","score_opus":0.011489646013410374,"score_gpt":0.26219759578858826,"score_spread":0.2507079497751779,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898507371","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":[0.91034293,0.00041911323,0.078486934,0.000073112526,0.000013581042,0.00003070897,0.00020371516,0.0001306641,0.010299217],"genre_scores_gemma":[0.996861,0.0000606566,0.0021208527,0.0000029733244,0.0000028583086,0.0000074721647,0.00010799398,0.000007975041,0.0008282429],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998503,0.00002628664,0.0000057595203,0.000027185053,0.00007421954,0.00001625484],"domain_scores_gemma":[0.99961215,0.0001252002,0.00006702564,0.000039011127,0.00013589498,0.000020796728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018984464,0.00023229557,0.00012919806,0.0010394937,0.00014131835,0.00038392187,0.00034659612,0.00028078674,0.0019867197],"category_scores_gemma":[0.0014841394,0.000121112425,0.00014841332,0.00035578173,0.00022587697,0.0003128436,0.00023604352,0.00015350779,0.00026021595],"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":[0.00025761718,0.00011938078,0.0814678,0.00043055558,0.00008316131,0.00059310824,0.0003886429,0.56303585,0.13217697,0.032266136,0.0010547788,0.188126],"study_design_scores_gemma":[0.0000090178455,0.00025372452,0.08171294,0.000042917112,0.000030031462,0.00040104587,0.00012589897,0.87738574,0.021577945,0.014060617,0.004375192,0.000024873863],"about_ca_topic_score_codex":0.001282099,"about_ca_topic_score_gemma":0.0012277658,"teacher_disagreement_score":0.0019867197,"about_ca_system_score_codex":0.00035199066,"about_ca_system_score_gemma":0.00018757605,"threshold_uncertainty_score":0.006646216},"labels":[],"label_agreement":null},{"id":"W2900822747","doi":"10.1051/matecconf/201823002014","title":"Improved engineering method for calculating the strength of the supporting areas of reinforced concrete elements","year":2018,"lang":"en","type":"article","venue":"MATEC Web of Conferences","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Eurocode; Bearing capacity; Structural engineering; Reinforced concrete; European union; European standard; Mathematics; Computer science; Engineering; Transport engineering","score_opus":0.020280538094959628,"score_gpt":0.2905546898241194,"score_spread":0.2702741517291598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900822747","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":[0.0025378987,0.00020514478,0.99432856,0.000017001837,0.000047513604,0.00004232433,0.00012265453,0.00042115385,0.0022777135],"genre_scores_gemma":[0.07632343,0.0004916072,0.91451246,0.000028432578,0.000052892134,0.00032080227,0.00044031427,0.00020873031,0.0076213507],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99872094,0.00026457975,0.00006719394,0.0002032364,0.00070466986,0.000039381517],"domain_scores_gemma":[0.99923134,0.00017570097,0.00005407619,0.00011338353,0.00041288414,0.000012651736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009214586,0.0006956072,0.0005025048,0.00218614,0.00027123452,0.0005247836,0.0012650797,0.00058835524,0.0058422647],"category_scores_gemma":[0.0017341288,0.00026797343,0.00077716826,0.0012840654,0.00031912752,0.0006634823,0.0006420133,0.00088286586,0.0026532665],"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":[0.00015373732,0.00012270587,0.0026911804,0.0011762436,0.00011378163,0.00023355607,0.0003747816,0.11530338,0.10230997,0.053503647,0.00689086,0.7171262],"study_design_scores_gemma":[0.00004989496,0.0002935117,0.0054675313,0.00012626022,0.00010015159,0.00078318693,0.00006810785,0.851104,0.055006973,0.017594839,0.06929902,0.00010663767],"about_ca_topic_score_codex":0.0014831963,"about_ca_topic_score_gemma":0.001773156,"teacher_disagreement_score":0.0058422647,"about_ca_system_score_codex":0.0002898006,"about_ca_system_score_gemma":0.00075665815,"threshold_uncertainty_score":0.019544363},"labels":[],"label_agreement":null},{"id":"W2902748822","doi":"","title":"ANALYTICAL SOLUTION FOR BEAM STRUCTURE WITH ELASTO-PLASTIC PROPERTIES OF MATERIAL","year":2017,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Structural mechanics and materials","field":"Materials Science","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":"McGill-Queen's University Press","funders":"","keywords":"Materials science; Beam (structure); Composite material; Structural engineering; Engineering","score_opus":0.22819748717906063,"score_gpt":0.49904771347940874,"score_spread":0.2708502263003481,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902748822","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":[0.027662225,0.0009051753,0.94153744,0.000535896,0.00011320287,0.00007881602,0.00025127135,0.00015589522,0.028760068],"genre_scores_gemma":[0.59601927,0.0025670184,0.31130844,0.00030680277,0.00022247716,0.000469446,0.00051378814,0.00021306642,0.08837969],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9998499,0.000025539859,0.0000058315236,0.00002494126,0.00007442592,0.000019309393],"domain_scores_gemma":[0.99980074,0.00005427347,0.000026225218,0.000018111154,0.00008963154,0.000010992075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036115892,0.00045752522,0.00033852714,0.00066597713,0.0003156562,0.0005520994,0.00077064853,0.0009492315,0.0043642484],"category_scores_gemma":[0.0009187414,0.00032500576,0.0004813819,0.0004398444,0.0005797609,0.00076308503,0.0005894088,0.0006305835,0.0008923953],"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":[0.000030930554,0.000049638984,0.0014126267,0.00041642517,0.000037630616,0.00048886857,0.00037745308,0.5706454,0.026090255,0.3417957,0.0050274725,0.05362762],"study_design_scores_gemma":[0.000011807361,0.000021493997,0.0005537127,0.0000363452,0.000008492431,0.00018404132,0.00007264242,0.9451996,0.002082478,0.044992693,0.006824632,0.000012069119],"about_ca_topic_score_codex":0.0016220124,"about_ca_topic_score_gemma":0.002158223,"teacher_disagreement_score":0.0043642484,"about_ca_system_score_codex":0.00060305954,"about_ca_system_score_gemma":0.000774127,"threshold_uncertainty_score":0.01459986},"labels":[],"label_agreement":null},{"id":"W3198860528","doi":"10.18280/mmep.080403","title":"Numerical Solution of Coupled Thermo-Elastic-Plastic Dynamic Problems","year":2021,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Diagonal; Rectangle; Displacement (psychology); Mathematics; Boundary value problem; Displacement field; Convergence (economics); Mathematical analysis; Matrix (chemical analysis); Deformation (meteorology); Applied mathematics; Finite element method; Geometry; Materials science; Structural engineering; Composite material","score_opus":0.018061318355951574,"score_gpt":0.2110524245823042,"score_spread":0.19299110622635263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3198860528","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":[0.036383633,0.00053546886,0.9479348,0.00033179682,0.00013020844,0.00012887325,0.00008477562,0.0001619792,0.014308418],"genre_scores_gemma":[0.5741808,0.00073555706,0.41185272,0.0001735712,0.00012376014,0.0007433728,0.00018423438,0.00013080455,0.011875162],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992889,0.00022893545,0.00003561212,0.00010682388,0.0002732483,0.000066424545],"domain_scores_gemma":[0.9990595,0.0005827553,0.0000811658,0.00009007338,0.0001331032,0.000053250347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010097917,0.0006073881,0.0011434185,0.0007467157,0.0008132535,0.0013821108,0.0013291391,0.0023029044,0.002751105],"category_scores_gemma":[0.0031566084,0.0005736967,0.0008503133,0.0006441213,0.0016027121,0.0008631973,0.0021129488,0.0010424317,0.00040611043],"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":[0.000027722885,0.00003612692,0.00036571844,0.00010634547,0.000025091871,0.00009919088,0.00008758132,0.9471002,0.0032563352,0.03989575,0.00026643058,0.008733574],"study_design_scores_gemma":[0.000012278944,0.000011716573,0.000057011282,0.000008836587,0.000004141376,0.000023516863,0.000011921052,0.9937628,0.0005667021,0.0046475106,0.00088750443,0.0000060750763],"about_ca_topic_score_codex":0.003281933,"about_ca_topic_score_gemma":0.00209551,"teacher_disagreement_score":0.003281933,"about_ca_system_score_codex":0.00076202693,"about_ca_system_score_gemma":0.0015239596,"threshold_uncertainty_score":0.009203374},"labels":[],"label_agreement":null},{"id":"W3198943479","doi":"10.5937/grmk2103207m","title":"Performance of RC frames in 26.11.2019. Albania earthquake: Effects of irregularities and detailing","year":2021,"lang":"en","type":"article","venue":"Gradjevinski materijali i konstrukcije","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":9,"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 British Columbia","funders":"","keywords":"Infill; Reinforced concrete; Forensic engineering; Structural engineering; Frame (networking); Earthquake engineering; Engineering; Geology; Seismology","score_opus":0.006685407426738356,"score_gpt":0.20632339496218394,"score_spread":0.1996379875354456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3198943479","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":[0.9994611,0.000028047003,0.000017251448,0.00000931612,0.000002298018,0.0000024865915,0.000039330804,0.000003120801,0.0004370725],"genre_scores_gemma":[0.99946636,0.000018758023,0.000023341776,0.000001972119,0.0000016751657,0.0000015098109,0.000070017086,0.0000015471871,0.00041480208],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997757,0.000032600663,0.000014269228,0.00003772478,0.000054726675,0.000085001455],"domain_scores_gemma":[0.9996772,0.000045106997,0.00008286981,0.000034230517,0.00010354459,0.000057160454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030242334,0.00031061642,0.00029065646,0.0004906448,0.00039289292,0.00047971887,0.00029430122,0.00035467464,0.0014272382],"category_scores_gemma":[0.0009249353,0.00011745315,0.00018290873,0.00032521345,0.0002874575,0.00018470442,0.00038338458,0.0001754375,0.00043062645],"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":[0.004299602,0.0008598433,0.73806244,0.00020702429,0.00015422668,0.0065382714,0.003621472,0.038812943,0.11969269,0.0004866893,0.0018426077,0.085422136],"study_design_scores_gemma":[0.0000062852964,0.0005492623,0.9908386,0.000008574717,0.000020012765,0.00012335558,0.0008350486,0.002758892,0.004127832,0.000024876568,0.0006991323,0.000007995801],"about_ca_topic_score_codex":0.028928645,"about_ca_topic_score_gemma":0.039417714,"teacher_disagreement_score":0.028928645,"about_ca_system_score_codex":0.0010075091,"about_ca_system_score_gemma":0.00028229988,"threshold_uncertainty_score":0.05752051},"labels":[],"label_agreement":null},{"id":"W3207021822","doi":"10.22337/2587-9618-2021-17-3-39-47","title":"COMPARISON OF DETERMINATION OF SNOW LOADS FOR ROOFS IN BUILDING CODES OF VARIOUS COUNTRIES","year":2021,"lang":"en","type":"article","venue":"International Journal for Computational Civil and Structural Engineering","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Snow; Normative; Roof; Moment (physics); European standard; Set (abstract data type); Snow cover; European union; Mathematics; Environmental science; Civil engineering; Computer science; Geography; Meteorology; Engineering; Architectural engineering; Political science; Business; Law; Physics","score_opus":0.016197635159524167,"score_gpt":0.32318253509578637,"score_spread":0.3069848999362622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3207021822","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":[0.9255055,0.00024297996,0.0581925,0.000060552156,0.00002850386,0.000057045592,0.0009882103,0.00039494422,0.014529741],"genre_scores_gemma":[0.9792358,0.000116398616,0.01860565,0.000009598262,0.000003739997,0.00003730623,0.0011036302,0.00015717238,0.0007307867],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9972314,0.00070290023,0.00020807625,0.00029124707,0.0012914235,0.00027495524],"domain_scores_gemma":[0.99242663,0.0033993623,0.0006199117,0.0009275144,0.002453438,0.00017315704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001886883,0.00041438843,0.00045403626,0.002818442,0.0006320827,0.0009869726,0.0006384514,0.00048089804,0.0015085391],"category_scores_gemma":[0.01237053,0.00027095617,0.00075382035,0.0014047388,0.0005868303,0.0007648472,0.001243237,0.00032598295,0.0006723887],"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":[0.0006684148,0.00015798549,0.29776052,0.0010590301,0.00024023437,0.0010376602,0.0036972598,0.4415872,0.031213552,0.020189501,0.0034046269,0.19898403],"study_design_scores_gemma":[0.00005180682,0.00042349758,0.40598363,0.0003968333,0.0001237322,0.0008427726,0.0062734312,0.48713052,0.073585145,0.00945169,0.015595322,0.00014162771],"about_ca_topic_score_codex":0.007043553,"about_ca_topic_score_gemma":0.008979219,"teacher_disagreement_score":0.007043553,"about_ca_system_score_codex":0.00072506134,"about_ca_system_score_gemma":0.000747516,"threshold_uncertainty_score":0.014005065},"labels":[],"label_agreement":null},{"id":"W4205305422","doi":"10.22281/2413-9920-2021-07-02-132-140","title":"Application of the parallelogram mechanism with the effect of quasi-zero stiffness in the vibration protection systems of the operator’s chair of a road construction machine","year":2021,"lang":"en","type":"article","venue":"Nauchno-tekhnicheskiy vestnik Bryanskogo gosudarstvennogo universiteta","topic":"Structural mechanics and materials","field":"Materials 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":"Impact","funders":"","keywords":"Parallelogram; Stiffness; Rigidity (electromagnetism); Structural engineering; Vibration; Spring (device); Vibration isolation; Control theory (sociology); Computer science; Engineering; Mathematics; Physics; Acoustics; Artificial intelligence","score_opus":0.005755022829130629,"score_gpt":0.19678691659931175,"score_spread":0.19103189377018112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205305422","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":[0.17343716,0.00065964245,0.80942625,0.00023047058,0.00024666014,0.00011859503,0.00008531407,0.0008585173,0.014937464],"genre_scores_gemma":[0.9122208,0.0003211586,0.08394282,0.000032453754,0.000026017284,0.00005443436,0.000028242464,0.00002642498,0.0033477212],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996414,0.0000619212,0.000023441886,0.00010159994,0.00012761411,0.000043919474],"domain_scores_gemma":[0.99943286,0.0001284656,0.00014345089,0.00014514642,0.00011825996,0.00003168897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045128222,0.0007262525,0.00033056468,0.00073083234,0.00033854344,0.00043853253,0.0010857023,0.00075130386,0.0055858605],"category_scores_gemma":[0.0010504689,0.0003197622,0.0006873836,0.00038570806,0.00051656464,0.00070104713,0.0006604708,0.00037498522,0.0008855556],"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":[0.00079754874,0.00015663354,0.003939121,0.0009858243,0.00016493829,0.0018580209,0.0005157324,0.0976257,0.6465191,0.071496725,0.001276356,0.17466427],"study_design_scores_gemma":[0.00028895558,0.0058509214,0.017093927,0.00039517172,0.0005929487,0.005779873,0.0004209635,0.59043974,0.3080939,0.025337232,0.045422785,0.0002835627],"about_ca_topic_score_codex":0.00055812794,"about_ca_topic_score_gemma":0.00044043158,"teacher_disagreement_score":0.0055858605,"about_ca_system_score_codex":0.00017357791,"about_ca_system_score_gemma":0.0005410015,"threshold_uncertainty_score":0.018686533},"labels":[],"label_agreement":null},{"id":"W4213187108","doi":"10.54772/jomc.05.2021.231","title":"Dự báo khả năng chịu cắt của dầm bê tông cốt thanh FRP","year":2022,"lang":"vi","type":"article","venue":"Tạp chí Vật liệu & Xây dựng - Bộ Xây dựng","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Physics; Chemistry; Stereochemistry","score_opus":0.017782082661824572,"score_gpt":0.23570845376854743,"score_spread":0.21792637110672286,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213187108","genre_codex":"other","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":[0.0392989,0.0012709646,0.0019351436,0.0023281716,0.0014175734,0.0002471244,0.0023037966,0.0005887831,0.9506096],"genre_scores_gemma":[0.025447607,0.00051628886,0.0011223704,0.000114335395,0.000020366992,0.000038974664,0.0007463188,0.000090369664,0.9719034],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998338,0.0000075657936,0.000003685069,0.000042886077,0.00007098149,0.00004099507],"domain_scores_gemma":[0.9997329,0.000014497132,0.0000134402235,0.000016977949,0.00013028568,0.00009186609],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017138105,0.000555056,0.00026321848,0.00033817248,0.0020851605,0.0011538079,0.0002901177,0.0005216621,0.26807126],"category_scores_gemma":[0.00019802646,0.00026024994,0.0002418553,0.00042700494,0.0003905709,0.0005126284,0.00080918474,0.00081293425,0.07595823],"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":[0.00051521463,0.0003065782,0.020285785,0.00051234383,0.000036642654,0.0016536438,0.0016787592,0.0004905969,0.07050126,0.01259813,0.49992096,0.3915001],"study_design_scores_gemma":[0.000013673006,0.000062230276,0.015744364,0.000038069276,0.000011348657,0.00019621712,0.00076935574,0.0002690791,0.004868487,0.00028985023,0.9777229,0.0000143502475],"about_ca_topic_score_codex":0.06986624,"about_ca_topic_score_gemma":0.21933657,"teacher_disagreement_score":0.26807126,"about_ca_system_score_codex":0.0021927007,"about_ca_system_score_gemma":0.003383949,"threshold_uncertainty_score":0.8967877},"labels":[],"label_agreement":null},{"id":"W4236922438","doi":"10.1130/abs/2021ne-361785","title":"UPDATE ON THE DETERIORATION OF CONCRETE BLOCKS INCORPORATING SULFIDE-BEARING AGGREGATES","year":2021,"lang":"en","type":"article","venue":"Abstracts with programs - Geological Society of America","topic":"Structural mechanics and materials","field":"Materials Science","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":"Université Laval","funders":"","keywords":"Bearing (navigation); Sulfide; Computer science; Materials science; Geology; Geotechnical engineering; Metallurgy; Artificial intelligence","score_opus":0.024842218875950974,"score_gpt":0.2483135005747873,"score_spread":0.22347128169883632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4236922438","genre_codex":"review","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":[0.016698958,0.7684079,0.0072260303,0.05273654,0.07941936,0.00028954635,0.018057123,0.0013853629,0.0557792],"genre_scores_gemma":[0.071244076,0.6891157,0.013753964,0.032609362,0.078340806,0.00031805466,0.01835685,0.00028101786,0.09598012],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9991648,0.0000792563,0.00020676415,0.00009128114,0.0004017305,0.000056088695],"domain_scores_gemma":[0.9920922,0.0011384396,0.00063965545,0.00016325212,0.0056252386,0.0003411343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018467552,0.0007726188,0.0011836597,0.003170298,0.00031297337,0.0010786842,0.0012748429,0.0023859832,0.0064064586],"category_scores_gemma":[0.0036102864,0.00030396055,0.0007343503,0.0018123379,0.00029405695,0.0012105913,0.00064536656,0.0014278187,0.0042662425],"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":[0.0003591606,0.00014928683,0.002958402,0.0033004147,0.00012794277,0.0005656649,0.00014314572,0.0004809254,0.003983694,0.0004956097,0.52226055,0.4651753],"study_design_scores_gemma":[0.000018442672,0.00015492825,0.007095582,0.0010193291,0.00016216657,0.00048705537,0.00006839481,0.000087716806,0.0012616153,0.0001633766,0.9894628,0.00001861938],"about_ca_topic_score_codex":0.011974212,"about_ca_topic_score_gemma":0.03240869,"teacher_disagreement_score":0.011974212,"about_ca_system_score_codex":0.0006744711,"about_ca_system_score_gemma":0.0013688502,"threshold_uncertainty_score":0.023809016},"labels":[],"label_agreement":null},{"id":"W4242404340","doi":"10.1130/abs/2021ne-361706","title":"KINEMATIC MODELING OF STRAIN VARIATION IN THE GIDDINGS BROOK THRUST SHEET OF THE TACONIC ALLOCHTHON AND IMPLICATIONS FOR THE DEVELOPMENT OF THE QUEBEC SALIENT","year":2021,"lang":"en","type":"article","venue":"Abstracts with programs - Geological Society of America","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Allochthon; Salient; Kinematics; Variation (astronomy); Thrust; Geology; Strain (injury); Computer science; Paleontology; Artificial intelligence; Engineering; Nappe; Mechanical engineering; Physics; Biology","score_opus":0.03241810773406056,"score_gpt":0.2677794332968614,"score_spread":0.23536132556280082,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242404340","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":[0.98116094,0.000114541836,0.0042336676,0.00024799767,0.000015586864,0.00002503751,0.001256553,0.000107720174,0.012837869],"genre_scores_gemma":[0.99733365,0.000060256818,0.0006407577,0.000011429529,0.0000022618547,0.000007545759,0.00022471313,0.000022752976,0.0016965392],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9999261,0.000008793278,0.00000580593,0.000023632969,0.000013898975,0.000021743946],"domain_scores_gemma":[0.99981767,0.00003576803,0.000028440552,0.000013247469,0.000085958825,0.000018959336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017690363,0.00035306445,0.00022093664,0.0008860792,0.0011058189,0.0012759354,0.0012523493,0.00074583886,0.0063427067],"category_scores_gemma":[0.0010484803,0.00045329114,0.0004017816,0.0014312542,0.0006612149,0.00046446844,0.00024618357,0.00038039227,0.00054800394],"study_design_candidate":"observational","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":[0.00007986107,0.000050303708,0.09082822,0.000041976084,0.000047407266,0.00028135823,0.00026469352,0.8890221,0.0056467415,0.0022500816,0.00078779133,0.010699503],"study_design_scores_gemma":[0.000023195731,0.00002007406,0.13866153,0.000020334332,0.000018931425,0.000047935413,0.0002953738,0.8588757,0.00055842835,0.0004070454,0.0010366228,0.000034746612],"about_ca_topic_score_codex":0.90836585,"about_ca_topic_score_gemma":0.9214163,"teacher_disagreement_score":0.091634154,"about_ca_system_score_codex":0.0076903985,"about_ca_system_score_gemma":0.004579432,"threshold_uncertainty_score":0.18434757},"labels":[],"label_agreement":null},{"id":"W4281996151","doi":"10.3390/ma15113827","title":"Improved Equations for the Torsional Strength of Reinforced Concrete Beams for Codes of Practice Based on the Space Truss Analogy","year":2022,"lang":"en","type":"article","venue":"Materials","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Truss; Analogy; Structural engineering; Space (punctuation); Reinforced concrete; Materials science; Engineering; Computer science","score_opus":0.0241138932807171,"score_gpt":0.28092971805896094,"score_spread":0.25681582477824383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281996151","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":[0.00724413,0.005064726,0.97890764,0.00022186822,0.00035714215,0.000101898564,0.00046091282,0.00043804047,0.007203539],"genre_scores_gemma":[0.13425854,0.010511613,0.8407877,0.00021933977,0.00022906317,0.0005465234,0.0016058913,0.00048489904,0.011356484],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9952598,0.00100842,0.0005302713,0.0004569527,0.0026649863,0.000079643854],"domain_scores_gemma":[0.9943944,0.0017251429,0.0005193376,0.00052769814,0.0028020628,0.000031344178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0033428578,0.0012373279,0.00083310454,0.0040860455,0.00040292344,0.0008870156,0.0026376997,0.0010455891,0.0031673126],"category_scores_gemma":[0.010172676,0.00054952555,0.0011694685,0.0027395631,0.000926165,0.0022362617,0.0006869759,0.0017082504,0.0019616727],"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":[0.000049597944,0.000117955584,0.0061385687,0.0023116143,0.00010076295,0.00016235499,0.000546729,0.21131466,0.013398782,0.24074078,0.015781693,0.5093365],"study_design_scores_gemma":[0.000043368265,0.00024021957,0.007804018,0.0010704681,0.00019133827,0.0006550899,0.00022566348,0.61191684,0.030577775,0.06852953,0.27845678,0.00028892292],"about_ca_topic_score_codex":0.0049951556,"about_ca_topic_score_gemma":0.006059572,"teacher_disagreement_score":0.0049951556,"about_ca_system_score_codex":0.0014215343,"about_ca_system_score_gemma":0.0022115528,"threshold_uncertainty_score":0.017678916},"labels":[],"label_agreement":null},{"id":"W4285320846","doi":"10.47869/tcsj.72.9.3","title":"Nghiên cứu lý thuyết và thực nghiệm xác định chiều dài triển khai của cốt thanh GFRP trong kết cấu bê tông nhẹ","year":2021,"lang":"vi","type":"article","venue":"The Transport and Communications Science Journal","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Chemistry; Physics; Stereochemistry","score_opus":0.03851941314751089,"score_gpt":0.29694028226801605,"score_spread":0.25842086912050516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285320846","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":[0.54793364,0.0047551324,0.011069987,0.0041758213,0.0015591418,0.0010674627,0.007855427,0.0022213298,0.41936198],"genre_scores_gemma":[0.4130986,0.0027574783,0.011925055,0.0010117164,0.000059176407,0.000353555,0.0051172175,0.00044612883,0.5652311],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993924,0.000038240767,0.00003536251,0.00011748326,0.0003221764,0.00009437623],"domain_scores_gemma":[0.99939454,0.00006743268,0.00005605816,0.00006719336,0.00031308478,0.000101626],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039287872,0.0006989717,0.00056364766,0.00072231516,0.0015660073,0.0013655084,0.0005728752,0.000779723,0.07448318],"category_scores_gemma":[0.00068522716,0.00059076643,0.00041367716,0.0006365876,0.0006315654,0.0011373146,0.0009038372,0.0009801255,0.023842907],"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":[0.000710266,0.0005802847,0.030430969,0.0010443481,0.00005623612,0.0023808705,0.0030571783,0.00018061406,0.81164503,0.0022177005,0.045880336,0.101816215],"study_design_scores_gemma":[0.00004770922,0.0010890298,0.13124897,0.0003071139,0.00012478181,0.002792697,0.007955671,0.0006588009,0.43745646,0.00064399437,0.41757542,0.000099380806],"about_ca_topic_score_codex":0.014741725,"about_ca_topic_score_gemma":0.029511964,"teacher_disagreement_score":0.07448318,"about_ca_system_score_codex":0.00082384725,"about_ca_system_score_gemma":0.0018616563,"threshold_uncertainty_score":0.24917108},"labels":[],"label_agreement":null},{"id":"W4379163440","doi":"10.32347/tit.2022.51.0303","title":"Problem of plane stress state of two-layer body in dynamic elastic-plastic formulation","year":2023,"lang":"en","type":"article","venue":"Transfer of innovative technologies","topic":"Structural mechanics and materials","field":"Materials 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":"Progressive Waste Solutions (Canada)","funders":"","keywords":"Materials science; Composite number; Composite material; Stress (linguistics); Nonlinear system; Structural engineering; Engineering; Physics","score_opus":0.019104044508489227,"score_gpt":0.278283352318945,"score_spread":0.2591793078104558,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379163440","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":[0.042001743,0.0016076636,0.92057276,0.001602813,0.00026094046,0.00014259928,0.0003166432,0.0001217571,0.033373147],"genre_scores_gemma":[0.8063759,0.0023612075,0.11487953,0.00066274544,0.0005356052,0.00063173,0.00065391324,0.00029573936,0.07360358],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99954337,0.00011635945,0.000019097622,0.00011678145,0.00012623545,0.00007816706],"domain_scores_gemma":[0.9996008,0.00016838213,0.000053851687,0.000021548143,0.000119413904,0.000036014906],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007485075,0.0008536003,0.0008824432,0.000992328,0.00071581756,0.0018888696,0.0010815627,0.0022951183,0.0057613333],"category_scores_gemma":[0.0015266677,0.0006337234,0.00094285124,0.00046153058,0.0015238088,0.002052748,0.0014307989,0.001503938,0.00051283074],"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":[0.00011039968,0.0000891573,0.0021951315,0.00045717123,0.00007996301,0.00092808966,0.000454023,0.5261064,0.008555142,0.43553817,0.0054318965,0.0200545],"study_design_scores_gemma":[0.00002511064,0.000044154476,0.0004233505,0.000043686574,0.000016183945,0.00017697686,0.00013262188,0.9279212,0.001155754,0.06550383,0.004530303,0.000026780814],"about_ca_topic_score_codex":0.0048102546,"about_ca_topic_score_gemma":0.0022676715,"teacher_disagreement_score":0.0057613333,"about_ca_system_score_codex":0.0010069957,"about_ca_system_score_gemma":0.0012338067,"threshold_uncertainty_score":0.01927358},"labels":[],"label_agreement":null},{"id":"W4386928425","doi":"10.36868/ijcs.2023.03.11","title":"Condition Survey and Recommendations Regarding the Repair of the Facades of the Historical Building in the Besarabskyi Quarter in Kyiv","year":2023,"lang":"en","type":"article","venue":"International Journal of Conservation Science","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Facade; Quarter (Canadian coin); Architectural engineering; Work (physics); Computer science; Forensic engineering; Construction engineering; Engineering; Civil engineering; Geography; Mechanical engineering","score_opus":0.05696604377329788,"score_gpt":0.346255670352444,"score_spread":0.2892896265791461,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386928425","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":[0.7305786,0.019448854,0.08099402,0.02884292,0.001442392,0.0056334045,0.0210545,0.0020578604,0.109947465],"genre_scores_gemma":[0.7523969,0.0141701475,0.16412173,0.0013927076,0.00022052106,0.0022563434,0.013109737,0.00017761238,0.05215434],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9985067,0.0004356845,0.00020303106,0.00017263672,0.00044006537,0.00024182543],"domain_scores_gemma":[0.9974482,0.00028945028,0.00037738835,0.0001477364,0.0014088093,0.00032844464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028235847,0.0005827086,0.00025986886,0.0035216194,0.001292202,0.0009569415,0.0011543663,0.0009432929,0.0063754153],"category_scores_gemma":[0.0034952795,0.00022022029,0.00032516973,0.0013889181,0.00060721877,0.0010331947,0.0009377228,0.0005958226,0.0014342777],"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":[0.0002891828,0.0004911414,0.25237095,0.0032262644,0.00004784984,0.0020123483,0.009907299,0.00819052,0.032656014,0.004460615,0.06800048,0.61834735],"study_design_scores_gemma":[0.000020226807,0.00053685386,0.624284,0.0020359901,0.00007179833,0.00069670175,0.060900494,0.00286354,0.009675639,0.0020065547,0.29676983,0.00013835756],"about_ca_topic_score_codex":0.0415613,"about_ca_topic_score_gemma":0.09057165,"teacher_disagreement_score":0.0415613,"about_ca_system_score_codex":0.0018514055,"about_ca_system_score_gemma":0.007753163,"threshold_uncertainty_score":0.0826388},"labels":[],"label_agreement":null},{"id":"W4391709166","doi":"10.1103/physreva.110.012408","title":"Quadrature coherence scale of linear combinations of Gaussian functions in phase space","year":2024,"lang":"en","type":"preprint","venue":"Physical review. A/Physical review, A","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":3,"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 Calgary; University of Ottawa; National Research Council Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Coherence (philosophical gambling strategy); Gaussian; Mathematics; Scale (ratio); Quadrature (astronomy); Statistical physics; Phase coherence; Linear scale; Mathematical analysis; Physics; Applied mathematics; Statistics; Optics; Geography; Geodesy; Quantum mechanics","score_opus":0.024437359792716707,"score_gpt":0.39727811482252157,"score_spread":0.37284075502980485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391709166","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":[0.37023583,0.0004591547,0.6085885,0.00042896034,0.00007544116,0.00010054617,0.0002813652,0.00041734887,0.019412871],"genre_scores_gemma":[0.95949924,0.00015534229,0.03821056,0.00010221766,0.000031196334,0.000073315205,0.00010497771,0.00009954306,0.0017236306],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99901617,0.00028227665,0.000040225168,0.00019194765,0.00035435456,0.00011508125],"domain_scores_gemma":[0.99724495,0.0014859427,0.00036257113,0.0004518735,0.00031481148,0.00013986524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019091226,0.0003084345,0.0003239287,0.0013208601,0.00039526875,0.0012564528,0.0005364029,0.00052631326,0.0033330936],"category_scores_gemma":[0.006123355,0.00024599655,0.00032295182,0.00073395047,0.0021095192,0.0025660282,0.001257204,0.0009664968,0.00031129323],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031538293,0.00008378074,0.00431572,0.00013593302,0.00007077661,0.00020140146,0.0004022906,0.028082445,0.07180036,0.84950423,0.0013026834,0.043784965],"study_design_scores_gemma":[0.000060790968,0.00035317126,0.008348777,0.000073803225,0.00005370061,0.000400373,0.00024191933,0.3808182,0.0443233,0.55863464,0.006576432,0.00011489732],"about_ca_topic_score_codex":0.00032141633,"about_ca_topic_score_gemma":0.00028842955,"teacher_disagreement_score":0.0033330936,"about_ca_system_score_codex":0.0006210148,"about_ca_system_score_gemma":0.0003911479,"threshold_uncertainty_score":0.0111503005},"labels":[],"label_agreement":null},{"id":"W4399449025","doi":"10.1016/j.prostr.2024.04.055","title":"Study of the degradation of steel sewer structures of long-term operation","year":2024,"lang":"en","type":"article","venue":"Procedia Structural Integrity","topic":"Structural mechanics and materials","field":"Materials 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":"University of Manitoba","funders":"","keywords":"Degradation (telecommunications); Term (time); Forensic engineering; Environmental science; Materials science; Engineering; Physics; Telecommunications","score_opus":0.03795016617469555,"score_gpt":0.31549486061359333,"score_spread":0.2775446944388978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399449025","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":[0.999446,0.000088840425,0.00025771436,0.0000036909048,0.0000016425247,0.0000021352314,0.00003912117,0.000006955415,0.00015391102],"genre_scores_gemma":[0.99911827,0.0000565388,0.00021859967,0.0000024380042,0.000001151063,0.0000025265936,0.00009959995,0.000003846457,0.0004969136],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999816,0.000015924628,0.000006304289,0.000034852685,0.00008758914,0.00003929422],"domain_scores_gemma":[0.9996977,0.000041391893,0.00005802072,0.000029229821,0.00013299048,0.00004067128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018521727,0.0002731898,0.00025888954,0.00040589966,0.00033159493,0.00018030715,0.00025385755,0.00044540624,0.0007804296],"category_scores_gemma":[0.0003163084,0.0001511817,0.0002167343,0.00027104994,0.00028098788,0.00022607282,0.0001683369,0.00028901175,0.00020060496],"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":[0.00024135262,0.000092951996,0.009714317,0.00006184885,0.000018678953,0.00026729063,0.00023514847,0.0013208282,0.98415935,0.000057048514,0.00006381975,0.0037673411],"study_design_scores_gemma":[0.000017967039,0.0023662094,0.16524197,0.0000104066,0.00004143032,0.0005332668,0.0005215662,0.0117381485,0.81811506,0.000081539874,0.0013164815,0.000015997324],"about_ca_topic_score_codex":0.0017294276,"about_ca_topic_score_gemma":0.0023345072,"teacher_disagreement_score":0.0017294276,"about_ca_system_score_codex":0.00025404326,"about_ca_system_score_gemma":0.00013161245,"threshold_uncertainty_score":0.0034387112},"labels":[],"label_agreement":null},{"id":"W4401117981","doi":"10.30977/bul.2219-5548.2024.105.1.80","title":"Approaches to calculation of waterpermeable structures made of metal corrugated structures for static and dynamic loads","year":2024,"lang":"en","type":"article","venue":"Bulletin of Kharkov National Automobile and Highway University","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Structural engineering; Materials science; Engineering; Computer science","score_opus":0.02831989445641142,"score_gpt":0.23151870373376796,"score_spread":0.20319880927735653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401117981","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":[0.05027402,0.0009928304,0.9042787,0.00015792676,0.000082186205,0.00009355887,0.00020040153,0.00036487807,0.04355554],"genre_scores_gemma":[0.64365906,0.002000263,0.33779284,0.00006221338,0.00004123017,0.00020810602,0.00035707184,0.00020732435,0.015671901],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997495,0.000026937078,0.000013089305,0.000030768948,0.00016308394,0.00001663873],"domain_scores_gemma":[0.99985087,0.000038799208,0.00001756357,0.000028636805,0.000058295915,0.0000058319965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017885222,0.00045906956,0.00023980619,0.00094093214,0.00037654093,0.0005176244,0.0008453831,0.00045254573,0.0031677193],"category_scores_gemma":[0.00057755865,0.00018583747,0.000514466,0.00047861785,0.0003344941,0.000603956,0.00046683496,0.0004669927,0.0006620797],"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":[0.000043631393,0.00007560904,0.004125965,0.0008494434,0.00007230356,0.00065754366,0.0005685315,0.49025893,0.05212817,0.17143707,0.0031917577,0.27659103],"study_design_scores_gemma":[0.000015484691,0.00011237181,0.0031031868,0.0001244259,0.0000529303,0.0010217095,0.00029234626,0.8664455,0.037706852,0.04806497,0.043022502,0.000037755355],"about_ca_topic_score_codex":0.0011727086,"about_ca_topic_score_gemma":0.002197157,"teacher_disagreement_score":0.0031677193,"about_ca_system_score_codex":0.0004243956,"about_ca_system_score_gemma":0.00047552967,"threshold_uncertainty_score":0.01059705},"labels":[],"label_agreement":null},{"id":"W4411618095","doi":"10.51847/1tqzur9s2h","title":"10.51847/1TqZUr9S2H","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Computer science; Earthquake resistance; Construction engineering; Engineering; Structural engineering","score_opus":0.007774275581949793,"score_gpt":0.19129301933296963,"score_spread":0.18351874375101984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411618095","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005303689,0.00070609,0.0053011454,0.0013111897,0.0011290105,0.00023175149,0.0017408428,0.0029073611,0.9813689],"genre_scores_gemma":[0.010773404,0.00029227405,0.0027981764,0.00029751612,0.0001217974,0.00008448769,0.0010445656,0.00037426368,0.9842136],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99952114,0.000053218027,0.000036032303,0.000120648976,0.00016616388,0.00010277097],"domain_scores_gemma":[0.99909735,0.00017018229,0.000069567126,0.00014093776,0.00034111718,0.00018089259],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00062024023,0.0010265909,0.0007939697,0.0022430986,0.0012308417,0.0024841262,0.0010572029,0.0030603237,0.9561257],"category_scores_gemma":[0.0011905897,0.0003804354,0.0005969395,0.0018717973,0.0006781375,0.0014398003,0.0015233764,0.0008833093,0.9420767],"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":[0.00036761476,0.00025845892,0.0019174314,0.0004024434,0.000026811285,0.0005012742,0.00016220365,0.00080807135,0.008212891,0.006105038,0.21348096,0.7677568],"study_design_scores_gemma":[0.000069713984,0.000117802716,0.0020471737,0.00021967324,0.000016476688,0.0007408428,0.00020186554,0.0013610631,0.0018390025,0.0013230315,0.99203545,0.000027944783],"about_ca_topic_score_codex":0.0035216627,"about_ca_topic_score_gemma":0.0031919186,"teacher_disagreement_score":0.043874323,"about_ca_system_score_codex":0.0009213853,"about_ca_system_score_gemma":0.0004447605,"threshold_uncertainty_score":0.06258142},"labels":[],"label_agreement":null},{"id":"W4412456101","doi":"10.1016/j.engstruct.2025.120866","title":"Research developments of a novel self-prestressing system for flexural strengthening reinforced concrete structures","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"Alberta Innovates; Natural Sciences and Engineering Research Council of Canada; Mitacs; University of Calgary","keywords":"Flexural strength; Reinforced concrete; Structural engineering; Engineering; Self-consolidating concrete; Materials science; Composite material; Compressive strength","score_opus":0.025220687877754087,"score_gpt":0.30560024264688623,"score_spread":0.2803795547691321,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412456101","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":[0.6499999,0.04140092,0.26137355,0.0012254319,0.00064479356,0.0006228722,0.0004012306,0.0010298811,0.043301456],"genre_scores_gemma":[0.80929625,0.016155219,0.15428661,0.00019412374,0.00009149979,0.00013638735,0.0003652894,0.000089587746,0.019385185],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957293,0.00004483114,0.000025975489,0.00007528215,0.0002472334,0.000033692897],"domain_scores_gemma":[0.9997062,0.000029525252,0.00004160199,0.000041678555,0.00015184138,0.000029157709],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081622845,0.00039038385,0.0003312139,0.0010445571,0.00034105338,0.00048201004,0.0006650999,0.0004926628,0.0018688161],"category_scores_gemma":[0.0004895719,0.00023947716,0.0004692902,0.0006531395,0.0003234004,0.0011335992,0.00032486362,0.0004962185,0.00063276227],"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":[0.00012869248,0.00021988475,0.0015707737,0.0010861537,0.000042961135,0.00025775452,0.00034395323,0.003488202,0.77561754,0.0042560436,0.0010286914,0.21195927],"study_design_scores_gemma":[0.00004006698,0.0028494194,0.014740459,0.00027023774,0.00019401927,0.0012873402,0.0004692476,0.022627959,0.7851584,0.00085079623,0.17142276,0.00008933687],"about_ca_topic_score_codex":0.0021987087,"about_ca_topic_score_gemma":0.0050873472,"teacher_disagreement_score":0.0021987087,"about_ca_system_score_codex":0.0005893102,"about_ca_system_score_gemma":0.0006767787,"threshold_uncertainty_score":0.006251812},"labels":[],"label_agreement":null},{"id":"W4413300124","doi":"10.5267/j.esm.2025.7.001","title":"Buckling of columns under conditions of non-ideality","year":2025,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Buckling; Materials science; Structural engineering; Composite material; Engineering","score_opus":0.00722247509574326,"score_gpt":0.26930963522657264,"score_spread":0.2620871601308294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413300124","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":[0.96377885,0.0003447713,0.02129434,0.00014975917,0.0000330638,0.000019800165,0.000080243764,0.00011948887,0.0141795855],"genre_scores_gemma":[0.9971228,0.00012325874,0.0010037798,0.000029547076,0.000011844845,0.00001003307,0.00003790813,0.000018630399,0.0016419741],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996375,0.00005851739,0.0000112305825,0.000045389308,0.00013422385,0.00011315832],"domain_scores_gemma":[0.999463,0.00019987968,0.00011749122,0.000067219764,0.00006962267,0.00008285672],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002934881,0.00027021702,0.00040702932,0.00045289745,0.00047925132,0.00088122324,0.00024297419,0.00038567203,0.0015571571],"category_scores_gemma":[0.0012807741,0.00028223876,0.00019546192,0.00015199634,0.0013306672,0.0007030174,0.00074599806,0.0004048254,0.00022166078],"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":[0.0008455386,0.00019029429,0.0042348905,0.00027099834,0.00010141191,0.0018394341,0.0006457325,0.5315833,0.35679647,0.08957409,0.0014392489,0.0124785295],"study_design_scores_gemma":[0.000054553264,0.00020103496,0.004346362,0.000032188116,0.000012536821,0.00029527154,0.00024375299,0.92982244,0.039349858,0.024256079,0.0013273674,0.000058594185],"about_ca_topic_score_codex":0.0012626462,"about_ca_topic_score_gemma":0.0012088749,"teacher_disagreement_score":0.0015571571,"about_ca_system_score_codex":0.0004067435,"about_ca_system_score_gemma":0.00037213025,"threshold_uncertainty_score":0.005209267},"labels":[],"label_agreement":null},{"id":"W4415656566","doi":"10.18280/mmep.120923","title":"Determination of the Multi-Laboratory Coefficient of Variation and Dispersion According to ASTM C-39 for Cylindrical Concrete Cores","year":2025,"lang":"","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Variation (astronomy); Dispersion (optics); Coefficient of variation; Work (physics); Core (optical fiber)","score_opus":0.022537843174243535,"score_gpt":0.24790498780402542,"score_spread":0.22536714462978188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415656566","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":[0.51317424,0.0010000153,0.46907416,0.00011191407,0.00013448157,0.00021307041,0.0012381729,0.001799951,0.0132539915],"genre_scores_gemma":[0.8892336,0.0002745612,0.10639098,0.000032057767,0.000018633622,0.00021586756,0.00079701096,0.00030051268,0.002736759],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9970209,0.00047228584,0.0001314319,0.00061443617,0.0015907121,0.0001701848],"domain_scores_gemma":[0.9933007,0.0018669296,0.00076697074,0.0010001669,0.0029304125,0.00013488132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025526346,0.0006658416,0.00057808514,0.002466083,0.00074601936,0.00063245837,0.0012902066,0.0009839985,0.0012048279],"category_scores_gemma":[0.005601626,0.00038680073,0.0005179175,0.0017447046,0.0005782565,0.00076942786,0.00076405646,0.0007329338,0.00092312257],"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":[0.00038544956,0.0005271086,0.025472542,0.00034013012,0.00008132833,0.00021767871,0.00076572975,0.021442309,0.8228294,0.0067587085,0.002683766,0.11849581],"study_design_scores_gemma":[0.000031449646,0.0004972637,0.059914224,0.000043464886,0.000078093144,0.0005150463,0.00018940827,0.058181863,0.86834294,0.0014145058,0.0106463805,0.0001453894],"about_ca_topic_score_codex":0.0016582129,"about_ca_topic_score_gemma":0.0043248646,"teacher_disagreement_score":0.0025526346,"about_ca_system_score_codex":0.0007995535,"about_ca_system_score_gemma":0.001173985,"threshold_uncertainty_score":0.013499737},"labels":[],"label_agreement":null},{"id":"W648078589","doi":"","title":"Quality assurance in repairing industrial floors: parameters and recommendations","year":2011,"lang":"en","type":"article","venue":"Open Repository and Bibliography (University of Liège)","topic":"Structural mechanics and materials","field":"Materials 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":"Université Laval","funders":"","keywords":"Quality assurance; Quality (philosophy); Business; Risk analysis (engineering); Computer science; Operations management; Engineering","score_opus":0.08220371272014917,"score_gpt":0.26805907350674235,"score_spread":0.18585536078659318,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W648078589","genre_codex":"commentary","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":[0.24492224,0.08757026,0.16448867,0.27420262,0.0101844575,0.012601496,0.014587921,0.0052671675,0.1861752],"genre_scores_gemma":[0.61001027,0.045372635,0.27335805,0.009656168,0.0022231522,0.0049407617,0.00799249,0.00087035977,0.045576137],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9398175,0.015979622,0.008188102,0.0014673693,0.03273966,0.0018077545],"domain_scores_gemma":[0.6822735,0.065781936,0.019884631,0.00802776,0.21918689,0.004845299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.059766956,0.00140453,0.001119101,0.0067855343,0.002384483,0.006461858,0.004475857,0.005281817,0.01152338],"category_scores_gemma":[0.14820743,0.0006889911,0.0014433551,0.0048078583,0.0016406564,0.0047078296,0.0017541227,0.0020380497,0.0038664257],"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":[0.0009500131,0.0011779122,0.085343026,0.005912779,0.00022547989,0.00038466527,0.0021630356,0.007906786,0.0125447605,0.0050014337,0.20244616,0.6759439],"study_design_scores_gemma":[0.00054606196,0.0047719236,0.43851447,0.024832595,0.002043709,0.0014346767,0.024424765,0.024350217,0.06291802,0.013025555,0.4023112,0.0008268669],"about_ca_topic_score_codex":0.023305254,"about_ca_topic_score_gemma":0.024825474,"teacher_disagreement_score":0.059766956,"about_ca_system_score_codex":0.0048392764,"about_ca_system_score_gemma":0.014004187,"threshold_uncertainty_score":0.3160817},"labels":[],"label_agreement":null},{"id":"W6906026078","doi":"10.15826/rjcst.2024.1.005","title":"Rewue of Modern Rating Systems in «Green Construction»","year":2024,"lang":"ru","type":"article","venue":"Russian Journal of Construction Science and Technology","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Measure (data warehouse); Rating system; Identification (biology); Reliability (semiconductor); Term (time)","score_opus":0.012836256852743257,"score_gpt":0.26415106252188464,"score_spread":0.2513148056691414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6906026078","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":[0.04413571,0.011383237,0.79333407,0.0043976195,0.002028494,0.0004245651,0.00033797315,0.0018867555,0.14207159],"genre_scores_gemma":[0.58308804,0.004242743,0.39185625,0.0009453433,0.0011312087,0.0004350356,0.00035348246,0.00041098686,0.0175369],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9752001,0.01424114,0.001460502,0.0024094689,0.0062394137,0.00044934533],"domain_scores_gemma":[0.9797484,0.009261432,0.0019097325,0.0036877447,0.0050179423,0.00037470117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.017283777,0.0010214166,0.0007322556,0.004644125,0.0014835959,0.0071111596,0.0018294854,0.0013704703,0.0043794042],"category_scores_gemma":[0.033136323,0.00058696535,0.0006823429,0.00405869,0.0065087327,0.0072587216,0.0026314526,0.0031477846,0.0018754936],"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":[0.00020667595,0.00014120452,0.009992753,0.0004924791,0.00007034373,0.000118844786,0.0015837285,0.012120951,0.0020559689,0.5637013,0.00974189,0.39977387],"study_design_scores_gemma":[0.0000746993,0.00084750366,0.02166026,0.0010346259,0.00013255379,0.0009868314,0.0022399302,0.115643136,0.00610251,0.548062,0.3028421,0.00037382825],"about_ca_topic_score_codex":0.0037947693,"about_ca_topic_score_gemma":0.0028887882,"teacher_disagreement_score":0.017283777,"about_ca_system_score_codex":0.0038066057,"about_ca_system_score_gemma":0.0018520551,"threshold_uncertainty_score":0.091406465},"labels":[],"label_agreement":null},{"id":"W6931394499","doi":"10.5281/zenodo.3794013","title":"Alloxysta victrix","year":2018,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Seta; Impact crater; Range (aeronautics); Pedicel","score_opus":0.034012660253250164,"score_gpt":0.25649287008882243,"score_spread":0.22248020983557226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6931394499","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36183324,0.019869534,0.0063956543,0.0005955887,0.00067361665,0.00059429964,0.0031376209,0.0011625452,0.60573786],"genre_scores_gemma":[0.93635845,0.0031456456,0.003779346,0.0008495297,0.00023645117,0.00015852734,0.0032871007,0.00008793227,0.052096933],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99979407,0.000025405896,0.00001880084,0.00008766301,0.000044320797,0.00002973799],"domain_scores_gemma":[0.99989986,0.000010420306,0.00003860475,0.000015086353,0.000020888438,0.000015125885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000110936846,0.00080628373,0.00030367382,0.0016895537,0.0010040681,0.00040221962,0.0005543235,0.00047133028,0.024183214],"category_scores_gemma":[0.00026898197,0.00021962229,0.00015583102,0.0008766752,0.00042553034,0.0009582626,0.0010459477,0.0005731805,0.005678684],"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":[0.00053762755,0.00027882337,0.035937626,0.0014414036,0.000082763996,0.0030936915,0.0023832645,0.0009059242,0.068957,0.014850612,0.025815867,0.8457155],"study_design_scores_gemma":[0.000105511645,0.0006878756,0.32067266,0.0006748293,0.00010292749,0.013062787,0.0013977495,0.0012370526,0.0044645243,0.0025878206,0.6549669,0.000039316463],"about_ca_topic_score_codex":0.002624028,"about_ca_topic_score_gemma":0.0049644327,"teacher_disagreement_score":0.024183214,"about_ca_system_score_codex":0.0005055753,"about_ca_system_score_gemma":0.00034961136,"threshold_uncertainty_score":0.08090091},"labels":[],"label_agreement":null},{"id":"W6949667455","doi":"10.5281/zenodo.1345201","title":"Carboncure Technologies","year":2018,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Technology development; Emerging technologies; Field (mathematics); Work (physics); Technology assessment","score_opus":0.03134019475572857,"score_gpt":0.24825719436389634,"score_spread":0.21691699960816777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6949667455","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026060378,0.12517674,0.058564704,0.0038784035,0.0027706535,0.00041832268,0.001270754,0.0023627165,0.7794973],"genre_scores_gemma":[0.18662225,0.1083652,0.04501427,0.0025066414,0.00077969476,0.0003573146,0.0018707783,0.00077461376,0.65370923],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99868935,0.000037324342,0.000026972772,0.00015395225,0.0009635754,0.00012878167],"domain_scores_gemma":[0.9997708,0.00003117628,0.000026555277,0.000028013266,0.00010596555,0.000037431342],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003821724,0.0010114623,0.00038658528,0.0027254103,0.0013280243,0.0016382843,0.000820645,0.001813343,0.01911585],"category_scores_gemma":[0.00049750315,0.00036177092,0.0003206955,0.0013919967,0.0006933239,0.001894906,0.0012123003,0.0011540465,0.009748456],"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":[0.00014607121,0.00018053495,0.0009059027,0.0024932919,0.000030472509,0.001105917,0.00041212104,0.0013681306,0.21822129,0.207908,0.06901878,0.49820954],"study_design_scores_gemma":[0.0000060809207,0.00005320787,0.0003767071,0.00011971874,0.000007125138,0.0008511327,0.000054381526,0.00025866376,0.06915719,0.004089684,0.9250029,0.000023282002],"about_ca_topic_score_codex":0.0024152924,"about_ca_topic_score_gemma":0.0059707453,"teacher_disagreement_score":0.98088413,"about_ca_system_score_codex":0.0017196981,"about_ca_system_score_gemma":0.0013269212,"threshold_uncertainty_score":0.06394887},"labels":[],"label_agreement":null},{"id":"W6967976121","doi":"10.5281/zenodo.1345202","title":"Carboncure Technologies","year":2018,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Technology development; Emerging technologies; Field (mathematics); Work (physics); Technology assessment","score_opus":0.03134019475572857,"score_gpt":0.24825719436389634,"score_spread":0.21691699960816777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6967976121","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026060378,0.12517674,0.058564704,0.0038784035,0.0027706535,0.00041832268,0.001270754,0.0023627165,0.7794973],"genre_scores_gemma":[0.18662225,0.1083652,0.04501427,0.0025066414,0.00077969476,0.0003573146,0.0018707783,0.00077461376,0.65370923],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99868935,0.000037324342,0.000026972772,0.00015395225,0.0009635754,0.00012878167],"domain_scores_gemma":[0.9997708,0.00003117628,0.000026555277,0.000028013266,0.00010596555,0.000037431342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003821724,0.0010114623,0.00038658528,0.0027254103,0.0013280243,0.0016382843,0.000820645,0.001813343,0.01911585],"category_scores_gemma":[0.00049750315,0.00036177092,0.0003206955,0.0013919967,0.0006933239,0.001894906,0.0012123003,0.0011540465,0.009748456],"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":[0.00014607121,0.00018053495,0.0009059027,0.0024932919,0.000030472509,0.001105917,0.00041212104,0.0013681306,0.21822129,0.207908,0.06901878,0.49820954],"study_design_scores_gemma":[0.0000060809207,0.00005320787,0.0003767071,0.00011971874,0.000007125138,0.0008511327,0.000054381526,0.00025866376,0.06915719,0.004089684,0.9250029,0.000023282002],"about_ca_topic_score_codex":0.0024152924,"about_ca_topic_score_gemma":0.0059707453,"teacher_disagreement_score":0.01911585,"about_ca_system_score_codex":0.0017196981,"about_ca_system_score_gemma":0.0013269212,"threshold_uncertainty_score":0.06394887},"labels":[],"label_agreement":null},{"id":"W7033607778","doi":"","title":"Release: Language training for newcomers to Canada","year":2017,"lang":"en","type":"other","venue":"oURspace (University of Regina)","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Training (meteorology); Quality (philosophy); Work (physics)","score_opus":0.01986532266655727,"score_gpt":0.23239245292000596,"score_spread":0.2125271302534487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7033607778","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007751533,0.0008930825,0.0029140164,0.025909929,0.0077230213,0.00086168724,0.01965299,0.010570897,0.92372286],"genre_scores_gemma":[0.0074379384,0.00023467807,0.0008331319,0.0013612236,0.00018280407,0.00009418719,0.002593183,0.0011641168,0.98609877],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99695253,0.0001246011,0.00005180483,0.00019780606,0.001381484,0.0012917595],"domain_scores_gemma":[0.98124975,0.00058726984,0.00016527704,0.0006020308,0.00916062,0.00823507],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0029078545,0.0009280891,0.0005952876,0.0017874116,0.0072498824,0.0066773836,0.002307403,0.0022284691,0.5145818],"category_scores_gemma":[0.007840421,0.0005886705,0.0006033013,0.0011800431,0.0017292085,0.0019088945,0.0042179204,0.0031719785,0.25077605],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003322734,0.000038366117,0.00021833864,0.000019067505,0.0000010456408,0.000046163063,0.00023078185,0.000032570064,0.00024626087,0.0009453987,0.9818965,0.016292257],"study_design_scores_gemma":[0.0000203358,0.000023722301,0.0016209257,0.000042081097,0.0000018777495,0.00003206953,0.0011142622,0.00009283822,0.0002713569,0.0003596016,0.9964032,0.000017716],"about_ca_topic_score_codex":0.7825314,"about_ca_topic_score_gemma":0.8902477,"teacher_disagreement_score":0.5145818,"about_ca_system_score_codex":0.015683047,"about_ca_system_score_gemma":0.10038055,"threshold_uncertainty_score":0.69239014},"labels":[],"label_agreement":null},{"id":"W7036831762","doi":"","title":"Covid's Impact on Jobs, IPSOS Poll on Summer Outlook, Local Community &amp; Covid and Storybook Theatre's \"Smartest Girl In The World\"","year":2021,"lang":"en","type":"other","venue":"Bulletin of Miscellaneous Information (Royal Gardens Kew)","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Girl; Feeling; Coronavirus disease 2019 (COVID-19); Pandemic; Plan (archaeology); State (computer science); Local community","score_opus":0.018716005433110236,"score_gpt":0.24599892483603863,"score_spread":0.22728291940292839,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7036831762","genre_codex":"other","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":[0.0071235173,0.0046880855,0.00026964897,0.0574706,0.01264005,0.00024793964,0.011962806,0.0005082052,0.90508914],"genre_scores_gemma":[0.011569014,0.0011082166,0.00014393174,0.007098934,0.0007386738,0.00009089469,0.0022156949,0.00027678875,0.9767578],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.99921775,0.000040634004,0.000010150628,0.00005486545,0.0004006235,0.00027599913],"domain_scores_gemma":[0.9982058,0.000100050434,0.000039622617,0.00004516935,0.00059014146,0.0010192834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010383412,0.0006261494,0.00031816846,0.0007913705,0.010662727,0.0046863845,0.0008019441,0.0023806354,0.25975466],"category_scores_gemma":[0.0020516573,0.000442774,0.0002630005,0.00097019883,0.0010376237,0.0012004783,0.002253115,0.003307681,0.053969584],"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":[0.0000119681035,0.000009535663,0.00021701869,0.00002263756,4.5402513e-7,0.000025915457,0.00010405593,0.0000064020637,0.000055853936,0.00023369867,0.99669135,0.00262101],"study_design_scores_gemma":[0.0000036869328,0.000007473216,0.0021766985,0.00004750064,8.3376153e-7,0.000011747157,0.0014483714,0.0000102892645,0.000056749956,0.000045172834,0.9961849,0.000006724673],"about_ca_topic_score_codex":0.4699801,"about_ca_topic_score_gemma":0.83912873,"teacher_disagreement_score":0.4699801,"about_ca_system_score_codex":0.0060886825,"about_ca_system_score_gemma":0.009673148,"threshold_uncertainty_score":0.934489},"labels":[],"label_agreement":null},{"id":"W7112357282","doi":"","title":"ДОСЛІДЖЕННЯ УМОВ ФОРМУВАННЯ ПРИРОДНИХ ОКРЕМОСТЕЙ КАМЕНЮ ОБЛИЦЮВАЛЬНОГО ЛАБРАДОРИТОВИХ МАСИВІВ УКРАЇНСЬКОГО КРИСТАЛІЧНОГО ЩИТА","year":2017,"lang":"","type":"article","venue":"The Scientific Issues of Ternopil Volodymyr Hnatiuk National Pedagogical University Series pedagogy","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Natural (archaeology); Work (physics); Identification (biology); Relation (database)","score_opus":0.11747353099464086,"score_gpt":0.37228600172073806,"score_spread":0.2548124707260972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7112357282","genre_codex":"other","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":[0.25035322,0.021533221,0.33378792,0.0032108892,0.001394123,0.0003280923,0.0013104351,0.0011615691,0.3869205],"genre_scores_gemma":[0.78925,0.012214259,0.14987715,0.00016197722,0.0002804357,0.00038978088,0.00041073555,0.00042187126,0.04699369],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99877673,0.00017501212,0.00006357467,0.0002581898,0.00061095343,0.00011558706],"domain_scores_gemma":[0.9991559,0.00018884093,0.00011261269,0.00020112061,0.00028017926,0.00006141194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008985453,0.00043639095,0.00039343812,0.0019454586,0.0010781433,0.0025591198,0.00056567555,0.00076107157,0.013644816],"category_scores_gemma":[0.0022236258,0.00069295894,0.00045729152,0.0019726108,0.0018090438,0.0014585722,0.001216779,0.0012860757,0.005123051],"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":[0.0003439571,0.00014552329,0.0064652786,0.0011719528,0.000062935644,0.0013634785,0.0042975973,0.0039219223,0.19442779,0.36845452,0.006381679,0.4129634],"study_design_scores_gemma":[0.000107381275,0.0004352062,0.01967436,0.0004726813,0.00018952304,0.0035412076,0.0038171215,0.005677239,0.19855066,0.13502946,0.632126,0.00037918435],"about_ca_topic_score_codex":0.0027008012,"about_ca_topic_score_gemma":0.0045515895,"teacher_disagreement_score":0.013644816,"about_ca_system_score_codex":0.0009820327,"about_ca_system_score_gemma":0.0020589426,"threshold_uncertainty_score":0.04564643},"labels":[],"label_agreement":null},{"id":"W7155282721","doi":"","title":"Дослідження тепловитрат вузлових з’єднань конструкцій енергоефективних «зелених» будівель","year":2021,"lang":"uk","type":"article","venue":"The Scientific Issues of Ternopil Volodymyr Hnatiuk National Pedagogical University Series pedagogy","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Raw material; Production (economics); Energy consumption; Global warming; Environmentally friendly; Sustainable development; Process (computing); Environmental impact assessment; Natural resource","score_opus":0.08588374534845007,"score_gpt":0.34324403363779904,"score_spread":0.257360288289349,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7155282721","genre_codex":"other","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":[0.092946485,0.017959647,0.16969508,0.004281089,0.0026118935,0.00031725716,0.0012065375,0.00082242145,0.7101597],"genre_scores_gemma":[0.66840774,0.018180374,0.1381114,0.00036692512,0.000605807,0.0004186725,0.0007338455,0.00055253756,0.1726227],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99907446,0.00014076756,0.00004969444,0.00014000348,0.0004806962,0.000114413626],"domain_scores_gemma":[0.9993581,0.00011868823,0.000071300296,0.00013749037,0.00025401494,0.000060425507],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008485868,0.0003695905,0.0002668824,0.001730013,0.0014253184,0.003027658,0.00043966013,0.00076489896,0.023716545],"category_scores_gemma":[0.0017654636,0.0004384859,0.0003663132,0.002103463,0.0019780404,0.0011211738,0.0012670857,0.0014365879,0.010923369],"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":[0.00015488217,0.000059782375,0.0019650382,0.00041842167,0.00002259129,0.0012052876,0.0030233732,0.0017007343,0.025939262,0.5929849,0.015322736,0.35720295],"study_design_scores_gemma":[0.00002132398,0.00007074437,0.0032617787,0.00016013133,0.000023861943,0.001092485,0.00104442,0.0010947092,0.015991827,0.066551276,0.9106172,0.00007023843],"about_ca_topic_score_codex":0.0046724463,"about_ca_topic_score_gemma":0.007315053,"teacher_disagreement_score":0.023716545,"about_ca_system_score_codex":0.0014495102,"about_ca_system_score_gemma":0.001964193,"threshold_uncertainty_score":0.07933974},"labels":[],"label_agreement":null},{"id":"W835468736","doi":"","title":"Estimation of ultimate bearing capacity of piles","year":2002,"lang":"en","type":"article","venue":"Archives of Civil Engineering","topic":"Structural mechanics and materials","field":"Materials Science","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 Windsor","funders":"","keywords":"Bearing capacity; Geotechnical engineering; Structural engineering; Environmental science; Civil engineering; Engineering","score_opus":0.016159785747927684,"score_gpt":0.20256487706721463,"score_spread":0.18640509131928695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W835468736","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":[0.97791934,0.00020167891,0.018847963,0.0000140106295,0.000006799007,0.000012382557,0.0008103312,0.00029909518,0.0018884063],"genre_scores_gemma":[0.99778014,0.000030499077,0.0014969669,8.2257475e-7,0.0000027086667,0.0000035519151,0.00041063194,0.000007652086,0.00026690518],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998367,0.000020432377,0.000007724248,0.00003193558,0.00007021545,0.000032944707],"domain_scores_gemma":[0.999298,0.0002731906,0.00006784549,0.0000833976,0.00022318674,0.000054232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019400715,0.00037018344,0.0003509869,0.002287998,0.00034215444,0.0002810026,0.00050095766,0.00040970746,0.0015593101],"category_scores_gemma":[0.00097103155,0.00022210822,0.00022924099,0.00081098714,0.00020839451,0.0004886893,0.00033614427,0.00015675992,0.00066951],"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":[0.0019225181,0.00019737934,0.21004562,0.00039477035,0.00011322976,0.0005303276,0.00021410719,0.15224978,0.4504627,0.0015546281,0.0011270596,0.18118793],"study_design_scores_gemma":[0.000017533523,0.0004559887,0.27460858,0.000017582906,0.00007486634,0.0005472879,0.00018809462,0.49879685,0.22257878,0.0011001707,0.001516564,0.000097682394],"about_ca_topic_score_codex":0.0014855596,"about_ca_topic_score_gemma":0.0016006709,"teacher_disagreement_score":0.002287998,"about_ca_system_score_codex":0.00019530638,"about_ca_system_score_gemma":0.00018165419,"threshold_uncertainty_score":0.0052164197},"labels":[],"label_agreement":null}]}