{"meta":{"query_hash":"a61e8910dc21","filters":{"venue":"Latin American Journal of Solids and Structures"},"cohort_total":6,"direct_labels_cover":0,"predictions_cover":6,"exported":6,"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/a61e8910dc21","api":"https://metacan.xera.ac/api/v1/cohort?venue=Latin+American+Journal+of+Solids+and+Structures"},"results":[{"id":"W2711252195","doi":"10.1590/1679-78253927","title":"Stress-Based Finite Element Methods for Dynamics Analysis of Euler-Bernoulli Beams with Various Boundary Conditions","year":2017,"lang":"en","type":"article","venue":"Latin American Journal of Solids and Structures","topic":"Dynamics and Control of Mechanical Systems","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Finite element method; Curvature; Bernoulli's principle; Mathematical analysis; Mathematics; Boundary value problem; Material derivative; Displacement (psychology); Mixed finite element method; Geometry; Extended finite element method; Boundary knot method; Boundary element method; Structural engineering; Physics; Engineering","score_opus":0.0072426663403246825,"score_gpt":0.2822938603039501,"score_spread":0.27505119396362543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2711252195","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27096188,0.0001397469,0.728077,0.00010881212,0.0001401955,0.00009683412,0.0003550362,0.0000088063,0.00011170552],"genre_scores_gemma":[0.93412155,0.000027516711,0.0657197,0.00002722275,0.000054873573,0.000004697058,0.000020876321,0.00001745449,0.0000060773436],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990714,0.000038154343,0.00044990474,0.00010297137,0.00016362238,0.00017395231],"domain_scores_gemma":[0.9985334,0.00032833926,0.0006633727,0.00022734,0.00013697408,0.00011053213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022567585,0.00015096624,0.00066377345,0.00015524938,0.00017051233,0.00011778622,0.00021808078,0.000038679333,0.000018030329],"category_scores_gemma":[0.00006247181,0.00011024592,0.00018900327,0.00011298839,0.00017801502,0.000060742772,0.000015386071,0.00014183504,2.3932882e-8],"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":[0.00021292447,0.000039610877,0.016378758,0.0001114691,0.004651973,0.000009671985,0.00024303312,0.7843133,0.00094914704,0.0075291884,0.000013671115,0.18554723],"study_design_scores_gemma":[0.0008316704,0.0007348308,0.035721228,0.00005672153,0.0010371464,0.0000033550625,0.00026121337,0.9584281,0.0001262368,0.002410417,0.00022417337,0.0001649064],"about_ca_topic_score_codex":0.0001072445,"about_ca_topic_score_gemma":0.00018891822,"teacher_disagreement_score":0.6631597,"about_ca_system_score_codex":0.00004234546,"about_ca_system_score_gemma":0.000039813007,"threshold_uncertainty_score":0.44956982},"labels":[],"label_agreement":null},{"id":"W3000880401","doi":"10.1590/1679-78255801","title":"An analytical solution for stresses and deformations of tunnels in a non-uniform stress field based on strain-softening model and Mogi-Coulomb criterion","year":2020,"lang":"en","type":"article","venue":"Latin American Journal of Solids and Structures","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"National Key Research and Development Program of China","keywords":"Cohesion (chemistry); Principal stress; Stress field; Materials science; Displacement (psychology); Friction angle; Geotechnical engineering; Mechanics; Residual stress; Displacement field; Stress (linguistics); Structural engineering; Shear stress; Geology; Engineering; Finite element method; Composite material; Physics","score_opus":0.016028187375543332,"score_gpt":0.261454521517698,"score_spread":0.24542633414215465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3000880401","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.65679854,0.00003374051,0.34293392,0.00012029754,0.000012034198,0.000046258898,0.000039910872,0.0000044198164,0.000010839788],"genre_scores_gemma":[0.9754175,0.00006883133,0.024351006,0.00011075026,0.00003708839,0.0000012616943,0.000003706268,0.000009707166,1.5441522e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994074,0.000008440899,0.0002895358,0.000080255064,0.00009509982,0.00011927624],"domain_scores_gemma":[0.9996379,0.00006161947,0.000102013946,0.00004475081,0.000047832465,0.00010588885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000066376655,0.00010127501,0.00024558484,0.00010155512,0.000046249297,0.000033774442,0.000047413872,0.000036815865,0.000001552058],"category_scores_gemma":[0.000031408857,0.00008451895,0.00002896538,0.00005937466,0.00002705427,0.00013059418,0.000010165639,0.00013755124,3.3359686e-9],"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":[0.00009556123,0.0000075159583,0.00033312736,0.00012287642,0.000015123869,0.0000012765065,0.0016327065,0.9518946,0.0081079425,0.00034322203,0.0000050839567,0.037441008],"study_design_scores_gemma":[0.00042384182,0.0006927626,0.0012558241,0.00009586456,0.000020657199,0.0000032921769,0.00086385646,0.994343,0.001068494,0.0011450489,0.0000010013897,0.00008640025],"about_ca_topic_score_codex":0.000012691866,"about_ca_topic_score_gemma":0.000008361372,"teacher_disagreement_score":0.31861892,"about_ca_system_score_codex":0.000008372762,"about_ca_system_score_gemma":0.000015606074,"threshold_uncertainty_score":0.3446583},"labels":[],"label_agreement":null},{"id":"W3135745028","doi":"10.1590/1679-78256328","title":"Elastic-viscoplastic solution of a circular tunnel in Hoek-Brown rock mass","year":2021,"lang":"en","type":"article","venue":"Latin American Journal of Solids and Structures","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"Fundamental Research Funds for the Central Universities","keywords":"Viscoplasticity; Rock mass classification; Bingham plastic; Boundary value problem; Plane stress; Displacement (psychology); Constitutive equation; Rheology; Mechanics; Geotechnical engineering; Materials science; Mathematics; Mathematical analysis; Geology; Structural engineering; Physics; Composite material; Engineering; Finite element method","score_opus":0.006351922455094245,"score_gpt":0.20697907132291968,"score_spread":0.20062714886782543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3135745028","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9240126,0.00081322127,0.07459169,0.00002760959,0.00030804964,0.000027103924,0.000005012347,0.000010326638,0.00020437883],"genre_scores_gemma":[0.9944123,0.00020333218,0.005245089,0.000024397998,0.00009088511,7.758441e-7,0.000001091782,0.000016197979,0.00000591304],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990469,0.00005466303,0.00043231194,0.00009896834,0.00015524346,0.00021189585],"domain_scores_gemma":[0.99945694,0.00009899663,0.00020028955,0.00008961157,0.00008296571,0.00007117288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001035352,0.00013303293,0.00041582106,0.00012450316,0.00003205033,0.000016765873,0.00008369285,0.000058504032,0.000031996373],"category_scores_gemma":[0.00014298433,0.00011955636,0.000071289796,0.00020457432,0.00007125878,0.0000551561,0.00002114392,0.00027740837,3.1053767e-7],"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":[0.00022774166,0.00010366895,0.10512305,0.00088443456,0.00072577567,0.00075533515,0.011110644,0.5667778,0.23283735,0.017870538,0.00023346445,0.06335016],"study_design_scores_gemma":[0.004450067,0.0020807544,0.39978483,0.0011415338,0.0004124388,0.0018985097,0.016171476,0.47556624,0.025428152,0.07138096,0.00031118296,0.0013738588],"about_ca_topic_score_codex":0.000013763239,"about_ca_topic_score_gemma":0.00001686463,"teacher_disagreement_score":0.2946618,"about_ca_system_score_codex":0.00003070098,"about_ca_system_score_gemma":0.000047130146,"threshold_uncertainty_score":0.4875367},"labels":[],"label_agreement":null},{"id":"W4226020114","doi":"10.1590/1679-78257023","title":"Effects of Non-Structural Walls on Mitigating the Risk of Progressive Collapse of RC Structures","year":2022,"lang":"en","type":"article","venue":"Latin American Journal of Solids and Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"King Saud University","keywords":"Infill; Structural engineering; Progressive collapse; Finite element method; Displacement (psychology); Reduction (mathematics); Materials science; Geotechnical engineering; Engineering; Reinforced concrete; Mathematics; Geometry","score_opus":0.002691692205374651,"score_gpt":0.22102242062854144,"score_spread":0.21833072842316678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226020114","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983326,0.0008148933,0.000050290455,0.000028315113,0.00032828242,0.00024932766,0.00010075481,0.00001118127,0.000084309315],"genre_scores_gemma":[0.995989,0.000060504888,0.0037788358,0.000027850503,0.0000964816,0.000005053912,0.0000018183396,0.000034742807,0.0000056853164],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9978257,0.00027087133,0.00082419533,0.00015113776,0.0006599583,0.0002681623],"domain_scores_gemma":[0.9970967,0.0009591007,0.0014634172,0.00023259972,0.00015104731,0.00009712115],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022395862,0.00028526466,0.00081025425,0.00021715168,0.00015575586,0.000018005394,0.0004343206,0.000046102712,0.00006765525],"category_scores_gemma":[0.0002896111,0.00018084754,0.00021866648,0.00041924155,0.00066335785,0.000061137864,0.0001064387,0.00062726095,3.642921e-8],"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":[0.002517702,0.000031880525,0.040148433,0.0011146748,0.0023065603,0.000104186634,0.023300715,0.35502294,0.32859042,0.0023268734,0.00023612053,0.2442995],"study_design_scores_gemma":[0.0020548129,0.003310617,0.8294126,0.00022271991,0.000365171,0.00028920695,0.005129225,0.0154503,0.13473988,0.008559828,0.0000304509,0.00043519636],"about_ca_topic_score_codex":0.000064835986,"about_ca_topic_score_gemma":0.0000024779706,"teacher_disagreement_score":0.78926414,"about_ca_system_score_codex":0.00006004656,"about_ca_system_score_gemma":0.000072234056,"threshold_uncertainty_score":0.73747486},"labels":[],"label_agreement":null},{"id":"W4386027618","doi":"10.1590/1679-78257764","title":"Experimental and Numerical Study on Ballistic Impact Response of Vehicle Tires","year":2023,"lang":"en","type":"article","venue":"Latin American Journal of Solids and Structures","topic":"High-Velocity Impact and Material Behavior","field":"Materials Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"MD Precision (Canada)","funders":"","keywords":"Ballistic limit; Penetration (warfare); Materials science; Warhead; Structural engineering; Radial tire; Projectile; Composite material; Natural rubber; Engineering; Aerospace engineering","score_opus":0.021197146476891852,"score_gpt":0.3383759543828129,"score_spread":0.31717880790592107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386027618","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99957234,0.000023378108,0.000010620491,0.000057407957,0.00012797092,0.00008554288,0.00009823289,0.000015118829,0.000009404424],"genre_scores_gemma":[0.99958724,0.000002577721,0.00028432216,0.000026048137,0.000071357266,0.000001690636,0.0000011321147,0.000012784727,0.0000128359625],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.998832,0.00020253946,0.0003462638,0.00012961314,0.0002865679,0.00020304522],"domain_scores_gemma":[0.99913484,0.0002396619,0.00030774312,0.000107186235,0.00004483045,0.00016576682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031584027,0.00014568218,0.0004207631,0.00012724893,0.00008980467,0.00007375955,0.000118878634,0.000025689666,0.0003183555],"category_scores_gemma":[0.00014169925,0.00009690391,0.00005195761,0.00016752546,0.0002754346,0.00007764421,0.00005821127,0.000091838454,0.000003056884],"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":[0.0017693298,0.00006307554,0.012966065,0.0000048391103,0.000017904697,0.000046071713,0.004172715,0.00004288031,0.97957957,0.000027398455,0.00014703232,0.0011631227],"study_design_scores_gemma":[0.00059894973,0.005803445,0.8818702,0.00002409538,0.000025175079,0.000036724294,0.004462465,0.00003199907,0.106948644,0.000066608656,0.000015311974,0.000116373805],"about_ca_topic_score_codex":0.00011673043,"about_ca_topic_score_gemma":3.6802592e-7,"teacher_disagreement_score":0.8726309,"about_ca_system_score_codex":0.000023830613,"about_ca_system_score_gemma":0.000048433827,"threshold_uncertainty_score":0.39516267},"labels":[],"label_agreement":null},{"id":"W4417044790","doi":"10.1590/1679-7825/e8784","title":"Dynamics of a rotor-structure-soil system: transient response by iterative coupling","year":2025,"lang":"","type":"article","venue":"Latin American Journal of Solids and Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","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":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; Fundação de Amparo à Pesquisa do Estado de São Paulo","keywords":"Transient (computer programming); Transient response; Rotor (electric); Control theory (sociology); Coupling (piping); Dynamics (music); Finite element method; Equations of motion; Iterative method","score_opus":0.003508237327423284,"score_gpt":0.21793258124650913,"score_spread":0.21442434391908585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417044790","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.902218,0.0040104934,0.09129409,0.00076088496,0.00088555453,0.0002338655,0.00036322666,0.000020479996,0.0002134227],"genre_scores_gemma":[0.99677783,0.00038744631,0.002454513,0.00012927453,0.00014457511,0.0000020560508,0.0000071751906,0.000024439541,0.000072694056],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969439,0.00031764267,0.0017380555,0.0002679362,0.00036184548,0.0003706399],"domain_scores_gemma":[0.99793285,0.0005153653,0.00076652155,0.00020337981,0.00035788177,0.00022400526],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005575666,0.0004246057,0.0014123222,0.0003012954,0.00018396857,0.00011889874,0.00027721017,0.00019849105,0.00006407883],"category_scores_gemma":[0.00016104474,0.00031621277,0.00029712814,0.0005078136,0.00068775774,0.0001431293,0.00004166621,0.00070206216,1.5570116e-7],"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":[0.017626738,0.00017694758,0.021256864,0.0021382477,0.005286021,0.00016604194,0.010421578,0.52203536,0.24280468,0.04481249,0.0017166361,0.13155839],"study_design_scores_gemma":[0.0045984006,0.0041883546,0.056049142,0.0016472094,0.0007234474,0.00015692669,0.009106754,0.9134422,0.006685743,0.0019092176,0.00064874603,0.00084387],"about_ca_topic_score_codex":0.00004133198,"about_ca_topic_score_gemma":0.000012669937,"teacher_disagreement_score":0.39140683,"about_ca_system_score_codex":0.00014850458,"about_ca_system_score_gemma":0.00016705156,"threshold_uncertainty_score":0.999929},"labels":[],"label_agreement":null}]}