{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":42,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":42,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"0d5fc84441f1","filters":{"topic":"Structural mechanics and materials"}},"results":[{"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"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","authors":[{"name":"N. Salem","is_ca":false},{"name":"Luma Al-Banna","is_ca":false},{"name":"Amany O. Abdeen","is_ca":false},{"name":"Qusay I. Ibrahim","is_ca":false},{"name":"Akl M. Awwad","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00850516465794932,"gpt":0.2222012307292781,"spread":0.2136960660713288,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005919206,0.000305523,0.0001833304,0.0001972713,0.0001103034,0.0001293309,0.0001334988,0.0002997306,0.001279487],"category_scores_gemma":[0.00005491954,0.0001116842,0.0001723469,0.00005457653,0.00009896042,0.0001655042,0.0001444075,0.0002760716,0.0002496392],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001684999,"about_ca_system_score_gemma":0.0001036882,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007010978,"about_ca_topic_score_gemma":0.001657559,"domain_scores_codex":[0.9999434,0.000006534037,0.000004141247,0.00001538953,0.00002341703,0.000007183651],"domain_scores_gemma":[0.9999604,0.000007401703,0.00001042488,0.000002703317,0.000009589759,0.000009522129],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00002016604,0.000006248656,0.00002543476,0.00002045638,0.0000011408,0.00001318353,0.000003187407,0.00003370057,0.9993029,0.0000111628,0.00001422124,0.0005481654],"study_design_scores_gemma":[0.000006102294,0.0003198498,0.001503276,0.000004999059,0.000007650429,0.00005517011,0.0000178307,0.0005646677,0.9961068,0.00002790493,0.001382337,0.000003475692],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9940064,0.00108195,0.001781828,0.0001048537,0.00002578983,0.00001230937,0.0001323344,0.00009921726,0.002755288],"genre_scores_gemma":[0.9920428,0.0005083801,0.002136703,0.00006165833,0.000005037974,0.00001293346,0.0001599549,0.00003267368,0.005039746],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001279487,"threshold_uncertainty_score":0.004280269,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"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","authors":[{"name":"N. Salem","is_ca":false},{"name":"Luma Al-Banna","is_ca":false},{"name":"Akl M. Awwad","is_ca":false},{"name":"Qusay M. Ibrahim","is_ca":false},{"name":"Amany O. Abdeen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01612833688766882,"gpt":0.2324320686572908,"spread":0.216303731769622,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005291392,0.0001921212,0.0001278789,0.0001612472,0.0001010395,0.00009363743,0.0001071645,0.0002079307,0.0008379957],"category_scores_gemma":[0.00004074755,0.0000722117,0.0001937147,0.00008992399,0.0001055966,0.0001361061,0.0001118199,0.0001571648,0.0001537815],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002275913,"about_ca_system_score_gemma":0.0001070895,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005998082,"about_ca_topic_score_gemma":0.001736542,"domain_scores_codex":[0.9999653,0.000003062304,0.000002038441,0.00001003627,0.00001434242,0.000005271393],"domain_scores_gemma":[0.9999752,0.00000416354,0.000007706274,0.000002038354,0.000004946146,0.000005913318],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00002428506,0.000008661897,0.00005784732,0.00006308943,0.000002039704,0.00003774873,0.000008292905,0.0001307528,0.9973688,0.0001346284,0.00004465011,0.002119197],"study_design_scores_gemma":[0.000003720185,0.0001577341,0.0007286427,0.000003561823,0.000005284743,0.00004708214,0.000009407649,0.000695212,0.9961324,0.00004710864,0.002166979,0.000002884499],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9862286,0.00254117,0.006415204,0.0001353786,0.00004294827,0.00002477086,0.0002504182,0.0001316516,0.004229876],"genre_scores_gemma":[0.9888343,0.0009830595,0.005999505,0.00005509971,0.000005453207,0.00001481269,0.0001569354,0.00001858657,0.003932319],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0008379957,"threshold_uncertainty_score":0.002803326,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"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","authors":[{"name":"Abduvali Khaldjigitov","is_ca":false},{"name":"Umidjon Djumayozov","is_ca":false},{"name":"Dilnoza Sagdullaeva","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01806131835595157,"gpt":0.2110524245823042,"spread":0.1929911062263526,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001009792,0.0006073881,0.001143418,0.0007467157,0.0008132535,0.001382111,0.001329139,0.002302904,0.002751105],"category_scores_gemma":[0.003156608,0.0005736967,0.0008503133,0.0006441213,0.001602712,0.0008631973,0.002112949,0.001042432,0.0004061104],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007620269,"about_ca_system_score_gemma":0.00152396,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003281933,"about_ca_topic_score_gemma":0.00209551,"domain_scores_codex":[0.9992889,0.0002289354,0.00003561212,0.0001068239,0.0002732483,0.00006642455],"domain_scores_gemma":[0.9990595,0.0005827553,0.0000811658,0.00009007338,0.0001331032,0.00005325035],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002772288,0.00003612692,0.0003657184,0.0001063455,0.00002509187,0.00009919088,0.00008758132,0.9471002,0.003256335,0.03989575,0.0002664306,0.008733574],"study_design_scores_gemma":[0.00001227894,0.00001171657,0.00005701128,0.000008836587,0.000004141376,0.00002351686,0.00001192105,0.9937628,0.0005667021,0.004647511,0.0008875044,0.000006075076],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.03638363,0.0005354689,0.9479348,0.0003317968,0.0001302084,0.0001288732,0.00008477562,0.0001619792,0.01430842],"genre_scores_gemma":[0.5741808,0.0007355571,0.4118527,0.0001735712,0.0001237601,0.0007433728,0.0001842344,0.0001308045,0.01187516],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.003281933,"threshold_uncertainty_score":0.009203374,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Truss; Analogy; Structural engineering; Space (punctuation); Reinforced concrete; Materials science; Engineering; Computer science","authors":[{"name":"Luís Filipe Almeida Bernardo","is_ca":false},{"name":"Mafalda Teixeira","is_ca":false},{"name":"Dario De Domenico","is_ca":false},{"name":"Jorge Gama","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0241138932807171,"gpt":0.2809297180589609,"spread":0.2568158247782438,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003342858,0.001237328,0.0008331045,0.004086046,0.0004029234,0.0008870156,0.0026377,0.001045589,0.003167313],"category_scores_gemma":[0.01017268,0.0005495255,0.001169469,0.002739563,0.000926165,0.002236262,0.0006869759,0.00170825,0.001961673],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001421534,"about_ca_system_score_gemma":0.002211553,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004995156,"about_ca_topic_score_gemma":0.006059572,"domain_scores_codex":[0.9952598,0.00100842,0.0005302713,0.0004569527,0.002664986,0.00007964385],"domain_scores_gemma":[0.9943944,0.001725143,0.0005193376,0.0005276981,0.002802063,0.00003134418],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00004959794,0.0001179556,0.006138569,0.002311614,0.0001007629,0.000162355,0.000546729,0.2113147,0.01339878,0.2407408,0.01578169,0.5093365],"study_design_scores_gemma":[0.00004336827,0.0002402196,0.007804018,0.001070468,0.0001913383,0.0006550899,0.0002256635,0.6119168,0.03057778,0.06852953,0.2784568,0.0002889229],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.00724413,0.005064726,0.9789076,0.0002218682,0.0003571422,0.0001018986,0.0004609128,0.0004380405,0.007203539],"genre_scores_gemma":[0.1342585,0.01051161,0.8407877,0.0002193398,0.0002290632,0.0005465234,0.001605891,0.000484899,0.01135648],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004995156,"threshold_uncertainty_score":0.01767892,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Ivan Miličević","is_ca":false},{"name":"Marko Marinković","is_ca":false},{"name":"Nikola Blagojević","is_ca":false},{"name":"Svetlana Nikolić-Brzev","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006685407426738356,"gpt":0.2063233949621839,"spread":0.1996379875354456,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003024233,0.0003106164,0.0002906565,0.0004906448,0.0003928929,0.0004797189,0.0002943012,0.0003546746,0.001427238],"category_scores_gemma":[0.0009249353,0.0001174531,0.0001829087,0.0003252134,0.0002874575,0.0001847044,0.0003833846,0.0001754375,0.0004306264],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001007509,"about_ca_system_score_gemma":0.0002822999,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02892864,"about_ca_topic_score_gemma":0.03941771,"domain_scores_codex":[0.9997757,0.00003260066,0.00001426923,0.00003772478,0.00005472668,0.00008500145],"domain_scores_gemma":[0.9996772,0.000045107,0.00008286981,0.00003423052,0.0001035446,0.00005716045],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.004299602,0.0008598433,0.7380624,0.0002070243,0.0001542267,0.006538271,0.003621472,0.03881294,0.1196927,0.0004866893,0.001842608,0.08542214],"study_design_scores_gemma":[0.000006285296,0.0005492623,0.9908386,0.000008574717,0.00002001277,0.0001233556,0.0008350486,0.002758892,0.004127832,0.00002487657,0.0006991323,0.000007995801],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994611,0.000028047,0.00001725145,0.00000931612,0.000002298018,0.000002486591,0.0000393308,0.000003120801,0.0004370725],"genre_scores_gemma":[0.9994664,0.00001875802,0.00002334178,0.000001972119,0.000001675166,0.000001509811,0.00007001709,0.000001547187,0.0004148021],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02892864,"threshold_uncertainty_score":0.05752051,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Eurocode; Bearing capacity; Structural engineering; Reinforced concrete; European union; European standard; Mathematics; Computer science; Engineering; Transport engineering","authors":[{"name":"О. М. Крантовська","is_ca":false},{"name":"Mykola Petrov","is_ca":false},{"name":"Liubov Ksonshkevych","is_ca":false},{"name":"Sergii Synii","is_ca":false},{"name":"Pavlo Sunak","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02028053809495963,"gpt":0.2905546898241194,"spread":0.2702741517291598,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009214586,0.0006956072,0.0005025048,0.00218614,0.0002712345,0.0005247836,0.00126508,0.0005883552,0.005842265],"category_scores_gemma":[0.001734129,0.0002679734,0.0007771683,0.001284065,0.0003191275,0.0006634823,0.0006420133,0.0008828659,0.002653267],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002898006,"about_ca_system_score_gemma":0.0007566581,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001483196,"about_ca_topic_score_gemma":0.001773156,"domain_scores_codex":[0.9987209,0.0002645798,0.00006719394,0.0002032364,0.0007046699,0.00003938152],"domain_scores_gemma":[0.9992313,0.000175701,0.00005407619,0.0001133835,0.0004128841,0.00001265174],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0001537373,0.0001227059,0.00269118,0.001176244,0.0001137816,0.0002335561,0.0003747816,0.1153034,0.10231,0.05350365,0.00689086,0.7171262],"study_design_scores_gemma":[0.00004989496,0.0002935117,0.005467531,0.0001262602,0.0001001516,0.0007831869,0.00006810785,0.851104,0.05500697,0.01759484,0.06929902,0.0001066377],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.002537899,0.0002051448,0.9943286,0.00001700184,0.0000475136,0.00004232433,0.0001226545,0.0004211538,0.002277714],"genre_scores_gemma":[0.07632343,0.0004916072,0.9145125,0.00002843258,0.00005289213,0.0003208023,0.0004403143,0.0002087303,0.007621351],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.005842265,"threshold_uncertainty_score":0.01954436,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Université Laval","keywords":"Compatibility (geochemistry); Mortar; Forensic engineering; Structural engineering; Engineering; Materials science; Composite material","authors":[{"name":"Luc Courard","is_ca":false},{"name":"Benoı̂t Bissonnette","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02110791974044251,"gpt":0.2444734375956124,"spread":0.2233655178551698,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001468134,0.0006047581,0.0005500784,0.0007899462,0.0009720298,0.001583295,0.0007464496,0.001145543,0.01244713],"category_scores_gemma":[0.006248837,0.0004345777,0.0002468624,0.0003446397,0.0007396544,0.001451033,0.0008985329,0.0005552139,0.006473775],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001704076,"about_ca_system_score_gemma":0.0006236364,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004031228,"about_ca_topic_score_gemma":0.0005737132,"domain_scores_codex":[0.9980074,0.0001657857,0.0001007964,0.0001565681,0.001401711,0.000167819],"domain_scores_gemma":[0.9952723,0.001327814,0.0006434137,0.0005080538,0.002000383,0.000248077],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003295607,0.0001755956,0.009434106,0.0001350147,0.00001756511,0.0004283298,0.0003646114,0.005341401,0.9443558,0.005720197,0.001365175,0.03233263],"study_design_scores_gemma":[0.00003503566,0.001212308,0.04091607,0.00003866977,0.00005404139,0.001842027,0.0004521565,0.02023989,0.9201471,0.001973768,0.01302531,0.00006369867],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8951437,0.0004825871,0.07579327,0.0003511376,0.0001551447,0.0001218776,0.0003388753,0.001347554,0.0262659],"genre_scores_gemma":[0.9812326,0.0000909493,0.009217497,0.00002566219,0.00003387261,0.00003785456,0.0003493323,0.0002628194,0.008749442],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01244713,"threshold_uncertainty_score":0.04163975,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Architectural engineering; Environmental science; Materials science; Engineering","authors":[{"name":"P.-C. Aı̈tcin","is_ca":true},{"name":"A.B. Eberhardt","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05301316133161865,"gpt":0.2644195227258321,"spread":0.2114063613942134,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00101904,0.0007960416,0.0003031283,0.002297862,0.0024205,0.003726937,0.0008256952,0.001596251,0.02320895],"category_scores_gemma":[0.001686492,0.0004720424,0.0001974748,0.002668295,0.005028972,0.002313146,0.001989384,0.0026759,0.00427419],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003905491,"about_ca_system_score_gemma":0.001957789,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00415817,"about_ca_topic_score_gemma":0.009551425,"domain_scores_codex":[0.9992439,0.0002142851,0.00005253897,0.0001617308,0.0002459641,0.00008160895],"domain_scores_gemma":[0.99954,0.0002080303,0.00004333523,0.00005162727,0.0001225449,0.00003454244],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00001912444,0.00002668157,0.0001169665,0.00022914,0.000003217692,0.0001290798,0.001647657,0.0006539564,0.0003926243,0.9072449,0.01137256,0.07816393],"study_design_scores_gemma":[0.000002152317,0.00002055558,0.0004005732,0.0004664156,0.00000292519,0.0001783898,0.0003539887,0.0002318529,0.0008284979,0.03598363,0.961522,0.000009108432],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"review","genre_scores_codex":[0.005922755,0.06546433,0.007885454,0.002859353,0.001070876,0.00004231125,0.0001165635,0.00005739099,0.916581],"genre_scores_gemma":[0.1786169,0.08886604,0.01010568,0.001288077,0.001017934,0.00009679537,0.0002153792,0.0001635362,0.7196297],"genre_candidate":"review","genre_consensus":null,"teacher_disagreement_score":0.02320895,"threshold_uncertainty_score":0.07764167,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Alexander M. Belostotsky","is_ca":false},{"name":"Nikita Britikov","is_ca":false},{"name":"Oleg Goryachevsky","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01619763515952417,"gpt":0.3231825350957864,"spread":0.3069848999362622,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001886883,0.0004143884,0.0004540363,0.002818442,0.0006320827,0.0009869726,0.0006384514,0.000480898,0.001508539],"category_scores_gemma":[0.01237053,0.0002709562,0.0007538203,0.001404739,0.0005868303,0.0007648472,0.001243237,0.000325983,0.0006723887],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007250613,"about_ca_system_score_gemma":0.000747516,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007043553,"about_ca_topic_score_gemma":0.008979219,"domain_scores_codex":[0.9972314,0.0007029002,0.0002080762,0.0002912471,0.001291423,0.0002749552],"domain_scores_gemma":[0.9924266,0.003399362,0.0006199117,0.0009275144,0.002453438,0.000173157],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0006684148,0.0001579855,0.2977605,0.00105903,0.0002402344,0.00103766,0.00369726,0.4415872,0.03121355,0.0201895,0.003404627,0.198984],"study_design_scores_gemma":[0.00005180682,0.0004234976,0.4059836,0.0003968333,0.0001237322,0.0008427726,0.006273431,0.4871305,0.07358515,0.00945169,0.01559532,0.0001416277],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9255055,0.00024298,0.0581925,0.00006055216,0.00002850386,0.00005704559,0.0009882103,0.0003949442,0.01452974],"genre_scores_gemma":[0.9792358,0.0001163986,0.01860565,0.000009598262,0.000003739997,0.00003730623,0.00110363,0.0001571724,0.0007307867],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007043553,"threshold_uncertainty_score":0.01400506,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"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","authors":[{"name":"Владимир Леонидович Курбатов","is_ca":false},{"name":"Natalia Dementyevna Komarova","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02215811738758881,"gpt":0.2729230615489064,"spread":0.2507649441613176,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000156743,0.0004093065,0.0001760223,0.0002854161,0.0001133632,0.0002422894,0.0002988968,0.0002025288,0.003557189],"category_scores_gemma":[0.0006602074,0.0001242352,0.0003123885,0.0001349948,0.0003755698,0.0002619165,0.000285926,0.000343728,0.000618967],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002350329,"about_ca_system_score_gemma":0.0002314224,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003100412,"about_ca_topic_score_gemma":0.0004006262,"domain_scores_codex":[0.9998727,0.00002835142,0.000003441586,0.00001819714,0.00006465372,0.00001272816],"domain_scores_gemma":[0.9998322,0.00006341932,0.00002446756,0.00003008124,0.00004126069,0.000008604204],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002662446,0.00008400691,0.001153463,0.0005247454,0.00005484021,0.0003931458,0.0002538969,0.188376,0.605942,0.07765113,0.001102776,0.1241979],"study_design_scores_gemma":[0.00001631221,0.0003534211,0.002889555,0.00005075096,0.0000847695,0.000680809,0.00009298555,0.820515,0.1509437,0.01060194,0.01373744,0.00003336061],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1466167,0.0008369691,0.8144956,0.0001572567,0.000157772,0.00004381538,0.00006432783,0.0004936178,0.03713384],"genre_scores_gemma":[0.9278978,0.001200004,0.05897022,0.00004515885,0.00009154978,0.00003875186,0.00004992702,0.0001302343,0.01157635],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003557189,"threshold_uncertainty_score":0.01189995,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Benjamin Thorne Forrest","is_ca":true},{"name":"Raafat El‐Hacha","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02522068787775409,"gpt":0.3056002426468862,"spread":0.2803795547691321,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008162285,0.0003903839,0.0003312139,0.001044557,0.0003410534,0.00048201,0.0006650999,0.0004926628,0.001868816],"category_scores_gemma":[0.0004895719,0.0002394772,0.0004692902,0.0006531395,0.0003234004,0.001133599,0.0003248636,0.0004962185,0.0006327623],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005893102,"about_ca_system_score_gemma":0.0006767787,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002198709,"about_ca_topic_score_gemma":0.005087347,"domain_scores_codex":[0.9995729,0.00004483114,0.00002597549,0.00007528215,0.0002472334,0.0000336929],"domain_scores_gemma":[0.9997062,0.00002952525,0.00004160199,0.00004167856,0.0001518414,0.00002915771],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001286925,0.0002198848,0.001570774,0.001086154,0.00004296114,0.0002577545,0.0003439532,0.003488202,0.7756175,0.004256044,0.001028691,0.2119593],"study_design_scores_gemma":[0.00004006698,0.002849419,0.01474046,0.0002702377,0.0001940193,0.00128734,0.0004692476,0.02262796,0.7851584,0.0008507962,0.1714228,0.00008933687],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6499999,0.04140092,0.2613735,0.001225432,0.0006447936,0.0006228722,0.0004012306,0.001029881,0.04330146],"genre_scores_gemma":[0.8092963,0.01615522,0.1542866,0.0001941237,0.00009149979,0.0001363873,0.0003652894,0.00008958775,0.01938519],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002198709,"threshold_uncertainty_score":0.006251812,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Anaelle Hertz","is_ca":true},{"name":"Aaron Z. Goldberg","is_ca":true},{"name":"Khabat Heshami","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02443735979271671,"gpt":0.3972781148225216,"spread":0.3728407550298048,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001909123,0.0003084345,0.0003239287,0.00132086,0.0003952688,0.001256453,0.0005364029,0.0005263133,0.003333094],"category_scores_gemma":[0.006123355,0.0002459965,0.0003229518,0.0007339505,0.002109519,0.002566028,0.001257204,0.0009664968,0.0003112932],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006210148,"about_ca_system_score_gemma":0.0003911479,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003214163,"about_ca_topic_score_gemma":0.0002884296,"domain_scores_codex":[0.9990162,0.0002822767,0.00004022517,0.0001919476,0.0003543546,0.0001150813],"domain_scores_gemma":[0.997245,0.001485943,0.0003625711,0.0004518735,0.0003148115,0.0001398652],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0003153829,0.00008378074,0.00431572,0.000135933,0.00007077661,0.0002014015,0.0004022906,0.02808245,0.07180036,0.8495042,0.001302683,0.04378496],"study_design_scores_gemma":[0.00006079097,0.0003531713,0.008348777,0.00007380322,0.00005370061,0.000400373,0.0002419193,0.3808182,0.0443233,0.5586346,0.006576432,0.0001148973],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3702358,0.0004591547,0.6085885,0.0004289603,0.00007544116,0.0001005462,0.0002813652,0.0004173489,0.01941287],"genre_scores_gemma":[0.9594992,0.0001553423,0.03821056,0.0001022177,0.00003119633,0.0000733152,0.0001049777,0.00009954306,0.001723631],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003333094,"threshold_uncertainty_score":0.0111503,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Vladislav Bogdanov","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01910404450848923,"gpt":0.278283352318945,"spread":0.2591793078104558,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007485075,0.0008536003,0.0008824432,0.000992328,0.0007158176,0.00188887,0.001081563,0.002295118,0.005761333],"category_scores_gemma":[0.001526668,0.0006337234,0.0009428512,0.0004615306,0.001523809,0.002052748,0.001430799,0.001503938,0.0005128307],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001006996,"about_ca_system_score_gemma":0.001233807,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004810255,"about_ca_topic_score_gemma":0.002267672,"domain_scores_codex":[0.9995434,0.0001163594,0.00001909762,0.0001167814,0.0001262354,0.00007816706],"domain_scores_gemma":[0.9996008,0.0001683821,0.00005385169,0.00002154814,0.0001194139,0.00003601491],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001103997,0.0000891573,0.002195131,0.0004571712,0.00007996301,0.0009280897,0.000454023,0.5261064,0.008555142,0.4355382,0.005431897,0.0200545],"study_design_scores_gemma":[0.00002511064,0.00004415448,0.0004233505,0.00004368657,0.00001618395,0.0001769769,0.0001326219,0.9279212,0.001155754,0.06550383,0.004530303,0.00002678081],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.04200174,0.001607664,0.9205728,0.001602813,0.0002609405,0.0001425993,0.0003166432,0.0001217571,0.03337315],"genre_scores_gemma":[0.8063759,0.002361208,0.1148795,0.0006627454,0.0005356052,0.00063173,0.0006539132,0.0002957394,0.07360358],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.005761333,"threshold_uncertainty_score":0.01927358,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"М. С. Корытов","is_ca":true},{"name":"V.S. Sherbakov","is_ca":true},{"name":"I. E. Pochekueva","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005755022829130629,"gpt":0.1967869165993117,"spread":0.1910318937701811,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004512822,0.0007262525,0.0003305647,0.0007308323,0.0003385434,0.0004385325,0.001085702,0.0007513039,0.00558586],"category_scores_gemma":[0.001050469,0.0003197622,0.0006873836,0.0003857081,0.0005165646,0.0007010471,0.0006604708,0.0003749852,0.0008855556],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001735779,"about_ca_system_score_gemma":0.0005410015,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005581279,"about_ca_topic_score_gemma":0.0004404316,"domain_scores_codex":[0.9996414,0.0000619212,0.00002344189,0.0001015999,0.0001276141,0.00004391947],"domain_scores_gemma":[0.9994329,0.0001284656,0.0001434509,0.0001451464,0.00011826,0.00003168897],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0007975487,0.0001566335,0.003939121,0.0009858243,0.0001649383,0.001858021,0.0005157324,0.0976257,0.6465191,0.07149673,0.001276356,0.1746643],"study_design_scores_gemma":[0.0002889556,0.005850921,0.01709393,0.0003951717,0.0005929487,0.005779873,0.0004209635,0.5904397,0.3080939,0.02533723,0.04542278,0.0002835627],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1734372,0.0006596425,0.8094262,0.0002304706,0.0002466601,0.000118595,0.00008531407,0.0008585173,0.01493746],"genre_scores_gemma":[0.9122208,0.0003211586,0.08394282,0.00003245375,0.00002601728,0.00005443436,0.00002824246,0.00002642498,0.003347721],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00558586,"threshold_uncertainty_score":0.01868653,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Oleksandr Molodid","is_ca":false},{"name":"Olena Molodid","is_ca":false},{"name":"Ivan MUSIIAKA","is_ca":false},{"name":"Sergii BENDERSKYI","is_ca":false},{"name":"Olena Kazakova","is_ca":false},{"name":"Andrii Dmytrenko","is_ca":false},{"name":"Przemysław Bigaj","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05696604377329788,"gpt":0.346255670352444,"spread":0.2892896265791461,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002823585,0.0005827086,0.0002598689,0.003521619,0.001292202,0.0009569415,0.001154366,0.0009432929,0.006375415],"category_scores_gemma":[0.003495279,0.0002202203,0.0003251697,0.001388918,0.0006072188,0.001033195,0.0009377228,0.0005958226,0.001434278],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001851405,"about_ca_system_score_gemma":0.007753163,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0415613,"about_ca_topic_score_gemma":0.09057165,"domain_scores_codex":[0.9985067,0.0004356845,0.0002030311,0.0001726367,0.0004400654,0.0002418254],"domain_scores_gemma":[0.9974482,0.0002894503,0.0003773884,0.0001477364,0.001408809,0.0003284446],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0002891828,0.0004911414,0.252371,0.003226264,0.00004784984,0.002012348,0.009907299,0.00819052,0.03265601,0.004460615,0.06800048,0.6183473],"study_design_scores_gemma":[0.00002022681,0.0005368539,0.624284,0.00203599,0.00007179833,0.0006967018,0.06090049,0.00286354,0.009675639,0.002006555,0.2967698,0.0001383576],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7305786,0.01944885,0.08099402,0.02884292,0.001442392,0.005633404,0.0210545,0.00205786,0.1099475],"genre_scores_gemma":[0.7523969,0.01417015,0.1641217,0.001392708,0.0002205211,0.002256343,0.01310974,0.0001776124,0.05215434],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0415613,"threshold_uncertainty_score":0.0826388,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"H.I. Al-Abdul Wahhab M.G. Baig","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05068553992004265,"gpt":0.2462300672787292,"spread":0.1955445273586865,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002068569,0.0002277081,0.0001136693,0.000888636,0.0002628298,0.0002593547,0.0003506134,0.0002336704,0.001393635],"category_scores_gemma":[0.0001450379,0.0001234209,0.0001600881,0.0004417725,0.0002071502,0.0002294542,0.000207216,0.0001317301,0.0001919559],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005706272,"about_ca_system_score_gemma":0.0004608101,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002906735,"about_ca_topic_score_gemma":0.01451124,"domain_scores_codex":[0.99983,0.00002848933,0.000007166039,0.00001452821,0.0001073506,0.00001234582],"domain_scores_gemma":[0.9999421,0.00001216633,0.00001424822,0.000003587626,0.00001677925,0.0000110103],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004379094,0.0003075764,0.01650375,0.000590722,0.00002934543,0.0008894845,0.0009660775,0.01010132,0.8656533,0.002078565,0.0003118643,0.1021301],"study_design_scores_gemma":[0.00004058551,0.004821352,0.1019439,0.0001007675,0.00009814835,0.001186531,0.002568573,0.01050807,0.845241,0.0007871831,0.03266475,0.00003921184],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9937778,0.0006721607,0.0009965536,0.00002736506,0.000004762405,0.00003315488,0.00004142239,0.00001868444,0.004428147],"genre_scores_gemma":[0.9875439,0.0008886343,0.003985259,0.000009674168,0.000002477843,0.00001343542,0.00007790954,0.00000928924,0.007469373],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002906735,"threshold_uncertainty_score":0.005779624,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Igor A. Karnovsky","is_ca":true},{"name":"Olga Lebed","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02448955447308734,"gpt":0.2928791765508569,"spread":0.2683896220777696,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004919073,0.00110033,0.0007581038,0.001410222,0.0007540326,0.001228112,0.001471952,0.0008830955,0.03872147],"category_scores_gemma":[0.001538592,0.0004802672,0.0007767869,0.0009516898,0.001121747,0.001528092,0.001280924,0.001830041,0.01302222],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005468057,"about_ca_system_score_gemma":0.0004698072,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001093087,"about_ca_topic_score_gemma":0.001340652,"domain_scores_codex":[0.9993114,0.0001709552,0.00001425289,0.0001413337,0.0003293445,0.00003261512],"domain_scores_gemma":[0.9996539,0.000124637,0.0000169991,0.0001072102,0.00007847958,0.00001864278],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00005653533,0.00004387074,0.0001161989,0.0001596995,0.00004135472,0.00008601524,0.0001176003,0.009393759,0.004099315,0.6300829,0.04068808,0.3151147],"study_design_scores_gemma":[0.0000420515,0.00006325683,0.0003147769,0.00008643002,0.00005579655,0.0004352044,0.00005325027,0.1297234,0.01526667,0.4416275,0.4122862,0.0000454017],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.001503456,0.001014051,0.8248698,0.0002596943,0.0003356546,0.00006877933,0.0002121553,0.001033412,0.170703],"genre_scores_gemma":[0.1160781,0.003255071,0.4776298,0.0004077029,0.0005252414,0.0004659862,0.0008135691,0.002848384,0.3979761],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.03872147,"threshold_uncertainty_score":0.1295362,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill-Queen's University Press","funders":"","keywords":"Materials science; Beam (structure); Composite material; Structural engineering; Engineering","authors":[{"name":"E Ya Elenitskiy","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.2281974871790606,"gpt":0.4990477134794087,"spread":0.2708502263003481,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003611589,0.0004575252,0.0003385271,0.0006659771,0.0003156562,0.0005520994,0.0007706485,0.0009492315,0.004364248],"category_scores_gemma":[0.0009187414,0.0003250058,0.0004813819,0.0004398444,0.0005797609,0.000763085,0.0005894088,0.0006305835,0.0008923953],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006030595,"about_ca_system_score_gemma":0.000774127,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001622012,"about_ca_topic_score_gemma":0.002158223,"domain_scores_codex":[0.9998499,0.00002553986,0.000005831524,0.00002494126,0.00007442592,0.00001930939],"domain_scores_gemma":[0.9998007,0.00005427347,0.00002622522,0.00001811115,0.00008963154,0.00001099207],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00003093055,0.00004963898,0.001412627,0.0004164252,0.00003763062,0.0004888686,0.0003774531,0.5706454,0.02609026,0.3417957,0.005027473,0.05362762],"study_design_scores_gemma":[0.00001180736,0.000021494,0.0005537127,0.0000363452,0.000008492431,0.0001840413,0.00007264242,0.9451996,0.002082478,0.04499269,0.006824632,0.00001206912],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02766223,0.0009051753,0.9415374,0.000535896,0.0001132029,0.00007881602,0.0002512714,0.0001558952,0.02876007],"genre_scores_gemma":[0.5960193,0.002567018,0.3113084,0.0003068028,0.0002224772,0.000469446,0.0005137881,0.0002130664,0.08837969],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004364248,"threshold_uncertainty_score":0.01459986,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Buckling; Materials science; Structural engineering; Composite material; Engineering","authors":[{"name":"Mehmet Pakdemi̇rli̇","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00722247509574326,"gpt":0.2693096352265726,"spread":0.2620871601308294,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002934881,0.000270217,0.0004070293,0.0004528975,0.0004792513,0.0008812232,0.0002429742,0.000385672,0.001557157],"category_scores_gemma":[0.001280774,0.0002822388,0.0001954619,0.0001519963,0.001330667,0.0007030174,0.0007459981,0.0004048254,0.0002216608],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004067435,"about_ca_system_score_gemma":0.0003721302,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001262646,"about_ca_topic_score_gemma":0.001208875,"domain_scores_codex":[0.9996375,0.00005851739,0.00001123058,0.00004538931,0.0001342239,0.0001131583],"domain_scores_gemma":[0.999463,0.0001998797,0.0001174912,0.00006721976,0.00006962267,0.00008285672],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0008455386,0.0001902943,0.00423489,0.0002709983,0.0001014119,0.001839434,0.0006457325,0.5315833,0.3567965,0.08957409,0.001439249,0.01247853],"study_design_scores_gemma":[0.00005455326,0.000201035,0.004346362,0.00003218812,0.00001253682,0.0002952715,0.000243753,0.9298224,0.03934986,0.02425608,0.001327367,0.00005859419],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9637789,0.0003447713,0.02129434,0.0001497592,0.0000330638,0.00001980017,0.00008024376,0.0001194889,0.01417959],"genre_scores_gemma":[0.9971228,0.0001232587,0.00100378,0.00002954708,0.00001184485,0.00001003307,0.00003790813,0.0000186304,0.001641974],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001557157,"threshold_uncertainty_score":0.005209267,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Technology development; Emerging technologies; Field (mathematics); Work (physics); Technology assessment","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.03134019475572857,"gpt":0.2482571943638963,"spread":0.2169169996081678,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003821724,0.001011462,0.0003865853,0.00272541,0.001328024,0.001638284,0.000820645,0.001813343,0.01911585],"category_scores_gemma":[0.0004975031,0.0003617709,0.0003206955,0.001391997,0.0006933239,0.001894906,0.0012123,0.001154047,0.009748456],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001719698,"about_ca_system_score_gemma":0.001326921,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002415292,"about_ca_topic_score_gemma":0.005970745,"domain_scores_codex":[0.9986894,0.00003732434,0.00002697277,0.0001539522,0.0009635754,0.0001287817],"domain_scores_gemma":[0.9997708,0.00003117628,0.00002655528,0.00002801327,0.0001059655,0.00003743134],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001460712,0.0001805349,0.0009059027,0.002493292,0.00003047251,0.001105917,0.000412121,0.001368131,0.2182213,0.207908,0.06901878,0.4982095],"study_design_scores_gemma":[0.000006080921,0.00005320787,0.0003767071,0.0001197187,0.000007125138,0.0008511327,0.00005438153,0.0002586638,0.06915719,0.004089684,0.9250029,0.000023282],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.02606038,0.1251767,0.0585647,0.003878403,0.002770653,0.0004183227,0.001270754,0.002362716,0.7794973],"genre_scores_gemma":[0.1866222,0.1083652,0.04501427,0.002506641,0.0007796948,0.0003573146,0.001870778,0.0007746138,0.6537092],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.01911585,"threshold_uncertainty_score":0.06394887,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Technology development; Emerging technologies; Field (mathematics); Work (physics); Technology assessment","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.03134019475572857,"gpt":0.2482571943638963,"spread":0.2169169996081678,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0003821724,0.001011462,0.0003865853,0.00272541,0.001328024,0.001638284,0.000820645,0.001813343,0.01911585],"category_scores_gemma":[0.0004975031,0.0003617709,0.0003206955,0.001391997,0.0006933239,0.001894906,0.0012123,0.001154047,0.009748456],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001719698,"about_ca_system_score_gemma":0.001326921,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002415292,"about_ca_topic_score_gemma":0.005970745,"domain_scores_codex":[0.9986894,0.00003732434,0.00002697277,0.0001539522,0.0009635754,0.0001287817],"domain_scores_gemma":[0.9997708,0.00003117628,0.00002655528,0.00002801327,0.0001059655,0.00003743134],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001460712,0.0001805349,0.0009059027,0.002493292,0.00003047251,0.001105917,0.000412121,0.001368131,0.2182213,0.207908,0.06901878,0.4982095],"study_design_scores_gemma":[0.000006080921,0.00005320787,0.0003767071,0.0001197187,0.000007125138,0.0008511327,0.00005438153,0.0002586638,0.06915719,0.004089684,0.9250029,0.000023282],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.02606038,0.1251767,0.0585647,0.003878403,0.002770653,0.0004183227,0.001270754,0.002362716,0.7794973],"genre_scores_gemma":[0.1866222,0.1083652,0.04501427,0.002506641,0.0007796948,0.0003573146,0.001870778,0.0007746138,0.6537092],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.9808841,"threshold_uncertainty_score":0.06394887,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Chee Leong Lim","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01752701996950927,"gpt":0.3303052548940677,"spread":0.3127782349245584,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001959716,0.0002979485,0.0002393507,0.0005794308,0.0002552535,0.0001660701,0.0002380137,0.0003971828,0.006594224],"category_scores_gemma":[0.0008498527,0.0001668736,0.0002106967,0.0002679366,0.0001848644,0.0002528011,0.0003112606,0.000279642,0.0007005368],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002694011,"about_ca_system_score_gemma":0.0001693285,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00270913,"about_ca_topic_score_gemma":0.005910327,"domain_scores_codex":[0.9998074,0.00002834887,0.000004261414,0.00002181017,0.0001043453,0.00003391114],"domain_scores_gemma":[0.9998195,0.00004284728,0.00001873166,0.00002413363,0.00007677462,0.00001810358],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0009426828,0.0002982212,0.01622544,0.0001651495,0.00006718568,0.0009664793,0.00034347,0.3858416,0.4302731,0.003941154,0.004372932,0.1565625],"study_design_scores_gemma":[0.00007189906,0.001687342,0.1114164,0.00006718917,0.00007269754,0.0004516827,0.0003856714,0.6813508,0.1965804,0.003238433,0.004625097,0.00005239664],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9188962,0.0001490611,0.06835067,0.0001103571,0.00005863104,0.0001229346,0.0004653019,0.0001741312,0.01167283],"genre_scores_gemma":[0.9893332,0.0001061289,0.004102467,0.00001043527,0.000005920885,0.00001902926,0.0002332369,0.00001543678,0.006173989],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006594224,"threshold_uncertainty_score":0.02205986,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Windsor","funders":"","keywords":"Bearing capacity; Geotechnical engineering; Structural engineering; Environmental science; Civil engineering; Engineering","authors":[{"name":"B.B. Budkowska","is_ca":true},{"name":"Chitta Saha","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01615978574792768,"gpt":0.2025648770672146,"spread":0.186405091319287,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001940072,0.0003701834,0.0003509869,0.002287998,0.0003421544,0.0002810026,0.0005009577,0.0004097075,0.00155931],"category_scores_gemma":[0.0009710315,0.0002221082,0.000229241,0.0008109871,0.0002083945,0.0004886893,0.0003361443,0.0001567599,0.00066951],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001953064,"about_ca_system_score_gemma":0.0001816542,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00148556,"about_ca_topic_score_gemma":0.001600671,"domain_scores_codex":[0.9998367,0.00002043238,0.000007724248,0.00003193558,0.00007021545,0.00003294471],"domain_scores_gemma":[0.999298,0.0002731906,0.00006784549,0.0000833976,0.0002231867,0.000054232],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001922518,0.0001973793,0.2100456,0.0003947704,0.0001132298,0.0005303276,0.0002141072,0.1522498,0.4504627,0.001554628,0.00112706,0.1811879],"study_design_scores_gemma":[0.00001753352,0.0004559887,0.2746086,0.00001758291,0.00007486634,0.0005472879,0.0001880946,0.4987969,0.2225788,0.001100171,0.001516564,0.00009768239],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9779193,0.0002016789,0.01884796,0.00001401063,0.000006799007,0.00001238256,0.0008103312,0.0002990952,0.001888406],"genre_scores_gemma":[0.9977801,0.00003049908,0.001496967,8.225747e-7,0.000002708667,0.000003551915,0.0004106319,0.000007652086,0.0002669052],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002287998,"threshold_uncertainty_score":0.00521642,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"A. Zvorykin","is_ca":false},{"name":"N. I. Bobyr’","is_ca":false},{"name":"Igor Pioro","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01148964601341037,"gpt":0.2621975957885883,"spread":0.2507079497751779,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001898446,0.0002322956,0.0001291981,0.001039494,0.0001413183,0.0003839219,0.0003465961,0.0002807867,0.00198672],"category_scores_gemma":[0.001484139,0.0001211124,0.0001484133,0.0003557817,0.000225877,0.0003128436,0.0002360435,0.0001535078,0.000260216],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003519907,"about_ca_system_score_gemma":0.000187576,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001282099,"about_ca_topic_score_gemma":0.001227766,"domain_scores_codex":[0.9998503,0.00002628664,0.00000575952,0.00002718505,0.00007421954,0.00001625484],"domain_scores_gemma":[0.9996122,0.0001252002,0.00006702564,0.00003901113,0.000135895,0.00002079673],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002576172,0.0001193808,0.0814678,0.0004305556,0.00008316131,0.0005931082,0.0003886429,0.5630358,0.132177,0.03226614,0.001054779,0.188126],"study_design_scores_gemma":[0.000009017846,0.0002537245,0.08171294,0.00004291711,0.00003003146,0.0004010459,0.000125899,0.8773857,0.02157794,0.01406062,0.004375192,0.00002487386],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9103429,0.0004191132,0.07848693,0.00007311253,0.00001358104,0.00003070897,0.0002037152,0.0001306641,0.01029922],"genre_scores_gemma":[0.996861,0.0000606566,0.002120853,0.000002973324,0.000002858309,0.000007472165,0.000107994,0.000007975041,0.0008282429],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00198672,"threshold_uncertainty_score":0.006646216,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Seta; Impact crater; Range (aeronautics); Pedicel","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.03401266025325016,"gpt":0.2564928700888224,"spread":0.2224802098355723,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001109368,0.0008062837,0.0003036738,0.001689554,0.001004068,0.0004022196,0.0005543235,0.0004713303,0.02418321],"category_scores_gemma":[0.000268982,0.0002196223,0.000155831,0.0008766752,0.0004255303,0.0009582626,0.001045948,0.0005731805,0.005678684],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005055753,"about_ca_system_score_gemma":0.0003496114,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002624028,"about_ca_topic_score_gemma":0.004964433,"domain_scores_codex":[0.9997941,0.0000254059,0.00001880084,0.00008766301,0.0000443208,0.00002973799],"domain_scores_gemma":[0.9998999,0.00001042031,0.00003860475,0.00001508635,0.00002088844,0.00001512588],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0005376276,0.0002788234,0.03593763,0.001441404,0.000082764,0.003093692,0.002383264,0.0009059242,0.068957,0.01485061,0.02581587,0.8457155],"study_design_scores_gemma":[0.0001055116,0.0006878756,0.3206727,0.0006748293,0.0001029275,0.01306279,0.00139775,0.001237053,0.004464524,0.002587821,0.6549669,0.00003931646],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.3618332,0.01986953,0.006395654,0.0005955887,0.0006736167,0.0005942996,0.003137621,0.001162545,0.6057379],"genre_scores_gemma":[0.9363585,0.003145646,0.003779346,0.0008495297,0.0002364512,0.0001585273,0.003287101,0.00008793227,0.05209693],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.02418321,"threshold_uncertainty_score":0.08090091,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Training (meteorology); Quality (philosophy); Work (physics)","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.01986532266655727,"gpt":0.232392452920006,"spread":0.2125271302534487,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.002907855,0.0009280891,0.0005952876,0.001787412,0.007249882,0.006677384,0.002307403,0.002228469,0.5145818],"category_scores_gemma":[0.007840421,0.0005886705,0.0006033013,0.001180043,0.001729209,0.001908895,0.00421792,0.003171979,0.2507761],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01568305,"about_ca_system_score_gemma":0.1003805,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.7825314,"about_ca_topic_score_gemma":0.8902477,"domain_scores_codex":[0.9969525,0.0001246011,0.00005180483,0.0001978061,0.001381484,0.00129176],"domain_scores_gemma":[0.9812497,0.0005872698,0.000165277,0.0006020308,0.00916062,0.00823507],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00003322734,0.00003836612,0.0002183386,0.00001906751,0.000001045641,0.00004616306,0.0002307819,0.00003257006,0.0002462609,0.0009453987,0.9818965,0.01629226],"study_design_scores_gemma":[0.0000203358,0.0000237223,0.001620926,0.0000420811,0.000001877749,0.00003206953,0.001114262,0.00009283822,0.0002713569,0.0003596016,0.9964032,0.000017716],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.007751533,0.0008930825,0.002914016,0.02590993,0.007723021,0.0008616872,0.01965299,0.0105709,0.9237229],"genre_scores_gemma":[0.007437938,0.0002346781,0.0008331319,0.001361224,0.0001828041,0.00009418719,0.002593183,0.001164117,0.9860988],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.5145818,"threshold_uncertainty_score":0.6923901,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Manitoba","funders":"","keywords":"Degradation (telecommunications); Term (time); Forensic engineering; Environmental science; Materials science; Engineering; Physics; Telecommunications","authors":[{"name":"В. Д. Макаренко","is_ca":false},{"name":"V. Lazoryk","is_ca":false},{"name":"V. E. Flores Hots","is_ca":false},{"name":"S. Maksimov","is_ca":false},{"name":"Yu. V. Маkarenko","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03795016617469555,"gpt":0.3154948606135933,"spread":0.2775446944388978,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001852173,0.0002731898,0.0002588895,0.0004058997,0.0003315949,0.0001803072,0.0002538575,0.0004454062,0.0007804296],"category_scores_gemma":[0.0003163084,0.0001511817,0.0002167343,0.0002710499,0.0002809879,0.0002260728,0.0001683369,0.0002890117,0.000200605],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002540433,"about_ca_system_score_gemma":0.0001316125,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001729428,"about_ca_topic_score_gemma":0.002334507,"domain_scores_codex":[0.999816,0.00001592463,0.000006304289,0.00003485268,0.00008758914,0.00003929422],"domain_scores_gemma":[0.9996977,0.00004139189,0.00005802072,0.00002922982,0.0001329905,0.00004067128],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0002413526,0.000092952,0.009714317,0.00006184885,0.00001867895,0.0002672906,0.0002351485,0.001320828,0.9841594,0.00005704851,0.00006381975,0.003767341],"study_design_scores_gemma":[0.00001796704,0.002366209,0.165242,0.0000104066,0.00004143032,0.0005332668,0.0005215662,0.01173815,0.8181151,0.00008153987,0.001316482,0.00001599732],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999446,0.00008884042,0.0002577144,0.000003690905,0.000001642525,0.000002135231,0.00003912117,0.000006955415,0.000153911],"genre_scores_gemma":[0.9991183,0.0000565388,0.0002185997,0.000002438004,0.000001151063,0.000002526594,0.00009959995,0.000003846457,0.0004969136],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001729428,"threshold_uncertainty_score":0.003438711,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Girl; Feeling; Coronavirus disease 2019 (COVID-19); Pandemic; Plan (archaeology); State (computer science); Local community","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.01871600543311024,"gpt":0.2459989248360386,"spread":0.2272829194029284,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001038341,0.0006261494,0.0003181685,0.0007913705,0.01066273,0.004686384,0.0008019441,0.002380635,0.2597547],"category_scores_gemma":[0.002051657,0.000442774,0.0002630005,0.0009701988,0.001037624,0.001200478,0.002253115,0.003307681,0.05396958],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.006088682,"about_ca_system_score_gemma":0.009673148,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.4699801,"about_ca_topic_score_gemma":0.8391287,"domain_scores_codex":[0.9992177,0.000040634,0.00001015063,0.00005486545,0.0004006235,0.0002759991],"domain_scores_gemma":[0.9982058,0.0001000504,0.00003962262,0.00004516935,0.0005901415,0.001019283],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"observational","study_design_scores_codex":[0.0000119681,0.000009535663,0.0002170187,0.00002263756,4.540251e-7,0.00002591546,0.0001040559,0.000006402064,0.00005585394,0.0002336987,0.9966913,0.00262101],"study_design_scores_gemma":[0.000003686933,0.000007473216,0.002176699,0.00004750064,8.337615e-7,0.00001174716,0.001448371,0.00001028926,0.00005674996,0.00004517283,0.9961849,0.000006724673],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.007123517,0.004688086,0.000269649,0.0574706,0.01264005,0.0002479396,0.01196281,0.0005082052,0.9050891],"genre_scores_gemma":[0.01156901,0.001108217,0.0001439317,0.007098934,0.0007386738,0.00009089469,0.002215695,0.0002767887,0.9767578],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.4699801,"threshold_uncertainty_score":0.934489,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Natural (archaeology); Work (physics); Identification (biology); Relation (database)","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.1174735309946409,"gpt":0.3722860017207381,"spread":0.2548124707260972,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008985453,0.000436391,0.0003934381,0.001945459,0.001078143,0.00255912,0.0005656756,0.0007610716,0.01364482],"category_scores_gemma":[0.002223626,0.0006929589,0.0004572915,0.001972611,0.001809044,0.001458572,0.001216779,0.001286076,0.005123051],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009820327,"about_ca_system_score_gemma":0.002058943,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002700801,"about_ca_topic_score_gemma":0.004551589,"domain_scores_codex":[0.9987767,0.0001750121,0.00006357467,0.0002581898,0.0006109534,0.0001155871],"domain_scores_gemma":[0.9991559,0.0001888409,0.0001126127,0.0002011206,0.0002801793,0.00006141194],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0003439571,0.0001455233,0.006465279,0.001171953,0.00006293564,0.001363478,0.004297597,0.003921922,0.1944278,0.3684545,0.006381679,0.4129634],"study_design_scores_gemma":[0.0001073813,0.0004352062,0.01967436,0.0004726813,0.000189523,0.003541208,0.003817121,0.005677239,0.1985507,0.1350295,0.632126,0.0003791843],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.2503532,0.02153322,0.3337879,0.003210889,0.001394123,0.0003280923,0.001310435,0.001161569,0.3869205],"genre_scores_gemma":[0.78925,0.01221426,0.1498771,0.0001619772,0.0002804357,0.0003897809,0.0004107355,0.0004218713,0.04699369],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01364482,"threshold_uncertainty_score":0.04564643,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Quality assurance; Quality (philosophy); Business; Risk analysis (engineering); Computer science; Operations management; Engineering","authors":[{"name":"Luc Courard","is_ca":false},{"name":"Benoı̂t Bissonnette","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.08220371272014917,"gpt":0.2680590735067424,"spread":0.1858553607865932,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.05976696,0.00140453,0.001119101,0.006785534,0.002384483,0.006461858,0.004475857,0.005281817,0.01152338],"category_scores_gemma":[0.1482074,0.0006889911,0.001443355,0.004807858,0.001640656,0.00470783,0.001754123,0.00203805,0.003866426],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.004839276,"about_ca_system_score_gemma":0.01400419,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02330525,"about_ca_topic_score_gemma":0.02482547,"domain_scores_codex":[0.9398175,0.01597962,0.008188102,0.001467369,0.03273966,0.001807755],"domain_scores_gemma":[0.6822735,0.06578194,0.01988463,0.00802776,0.2191869,0.004845299],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0009500131,0.001177912,0.08534303,0.005912779,0.0002254799,0.0003846653,0.002163036,0.007906786,0.01254476,0.005001434,0.2024462,0.6759439],"study_design_scores_gemma":[0.000546062,0.004771924,0.4385145,0.0248326,0.002043709,0.001434677,0.02442477,0.02435022,0.06291802,0.01302555,0.4023112,0.0008268669],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"commentary","genre_gemma":"empirical","genre_scores_codex":[0.2449222,0.08757026,0.1644887,0.2742026,0.01018446,0.0126015,0.01458792,0.005267167,0.1861752],"genre_scores_gemma":[0.6100103,0.04537264,0.273358,0.009656168,0.002223152,0.004940762,0.00799249,0.0008703598,0.04557614],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.05976696,"threshold_uncertainty_score":0.3160817,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Computer science; Earthquake resistance; Construction engineering; Engineering; Structural engineering","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.007774275581949793,"gpt":0.1912930193329696,"spread":0.1835187437510198,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0006202402,0.001026591,0.0007939697,0.002243099,0.001230842,0.002484126,0.001057203,0.003060324,0.9561257],"category_scores_gemma":[0.00119059,0.0003804354,0.0005969395,0.001871797,0.0006781375,0.0014398,0.001523376,0.0008833093,0.9420767],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009213853,"about_ca_system_score_gemma":0.0004447605,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003521663,"about_ca_topic_score_gemma":0.003191919,"domain_scores_codex":[0.9995211,0.00005321803,0.0000360323,0.000120649,0.0001661639,0.000102771],"domain_scores_gemma":[0.9990973,0.0001701823,0.00006956713,0.0001409378,0.0003411172,0.0001808926],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0003676148,0.0002584589,0.001917431,0.0004024434,0.00002681129,0.0005012742,0.0001622037,0.0008080713,0.008212891,0.006105038,0.213481,0.7677568],"study_design_scores_gemma":[0.00006971398,0.0001178027,0.002047174,0.0002196732,0.00001647669,0.0007408428,0.0002018655,0.001361063,0.001839002,0.001323031,0.9920354,0.00002794478],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.005303689,0.00070609,0.005301145,0.00131119,0.00112901,0.0002317515,0.001740843,0.002907361,0.9813689],"genre_scores_gemma":[0.0107734,0.0002922741,0.002798176,0.0002975161,0.0001217974,0.00008448769,0.001044566,0.0003742637,0.9842136],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.04387432,"threshold_uncertainty_score":0.06258142,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Марк Бердников","is_ca":false},{"name":"Світлана Шехоркіна","is_ca":false},{"name":"Марина БОРДУН","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.08588374534845007,"gpt":0.343244033637799,"spread":0.257360288289349,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008485868,0.0003695905,0.0002668824,0.001730013,0.001425318,0.003027658,0.0004396601,0.000764899,0.02371654],"category_scores_gemma":[0.001765464,0.0004384859,0.0003663132,0.002103463,0.00197804,0.001121174,0.001267086,0.001436588,0.01092337],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00144951,"about_ca_system_score_gemma":0.001964193,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004672446,"about_ca_topic_score_gemma":0.007315053,"domain_scores_codex":[0.9990745,0.0001407676,0.00004969444,0.0001400035,0.0004806962,0.0001144136],"domain_scores_gemma":[0.9993581,0.0001186882,0.0000713003,0.0001374904,0.0002540149,0.00006042551],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001548822,0.00005978237,0.001965038,0.0004184217,0.00002259129,0.001205288,0.003023373,0.001700734,0.02593926,0.5929849,0.01532274,0.3572029],"study_design_scores_gemma":[0.00002132398,0.00007074437,0.003261779,0.0001601313,0.00002386194,0.001092485,0.00104442,0.001094709,0.01599183,0.06655128,0.9106172,0.00007023843],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.09294648,0.01795965,0.1696951,0.004281089,0.002611893,0.0003172572,0.001206537,0.0008224215,0.7101597],"genre_scores_gemma":[0.6684077,0.01818037,0.1381114,0.0003669251,0.000605807,0.0004186725,0.0007338455,0.0005525376,0.1726227],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02371654,"threshold_uncertainty_score":0.07933974,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Physics; Chemistry; Stereochemistry","authors":[{"name":"Nguyễn Việt Phương","is_ca":false},{"name":"Nguyễn Ngọc Phương","is_ca":false},{"name":"Đặng Vũ Hiệp","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01778208266182457,"gpt":0.2357084537685474,"spread":0.2179263711067229,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000171381,0.000555056,0.0002632185,0.0003381725,0.00208516,0.001153808,0.0002901177,0.0005216621,0.2680713],"category_scores_gemma":[0.0001980265,0.0002602499,0.0002418553,0.0004270049,0.0003905709,0.0005126284,0.0008091847,0.0008129342,0.07595823],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002192701,"about_ca_system_score_gemma":0.003383949,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.06986624,"about_ca_topic_score_gemma":0.2193366,"domain_scores_codex":[0.9998338,0.000007565794,0.000003685069,0.00004288608,0.00007098149,0.00004099507],"domain_scores_gemma":[0.9997329,0.00001449713,0.00001344022,0.00001697795,0.0001302857,0.00009186609],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0005152146,0.0003065782,0.02028579,0.0005123438,0.00003664265,0.001653644,0.001678759,0.0004905969,0.07050126,0.01259813,0.499921,0.3915001],"study_design_scores_gemma":[0.00001367301,0.00006223028,0.01574436,0.00003806928,0.00001134866,0.0001962171,0.0007693557,0.0002690791,0.004868487,0.0002898502,0.9777229,0.00001435025],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.0392989,0.001270965,0.001935144,0.002328172,0.001417573,0.0002471244,0.002303797,0.0005887831,0.9506096],"genre_scores_gemma":[0.02544761,0.0005162889,0.00112237,0.0001143354,0.00002036699,0.00003897466,0.0007463188,0.00009036966,0.9719034],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.2680713,"threshold_uncertainty_score":0.8967877,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Structural engineering; Materials science; Engineering; Computer science","authors":[{"name":"Mykola Harkusha","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02831989445641142,"gpt":0.231518703733768,"spread":0.2031988092773565,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001788522,0.0004590696,0.0002398062,0.0009409321,0.0003765409,0.0005176244,0.0008453831,0.0004525457,0.003167719],"category_scores_gemma":[0.0005775586,0.0001858375,0.000514466,0.0004786178,0.0003344941,0.000603956,0.000466835,0.0004669927,0.0006620797],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004243956,"about_ca_system_score_gemma":0.0004755297,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001172709,"about_ca_topic_score_gemma":0.002197157,"domain_scores_codex":[0.9997495,0.00002693708,0.0000130893,0.00003076895,0.0001630839,0.00001663873],"domain_scores_gemma":[0.9998509,0.00003879921,0.00001756357,0.0000286368,0.00005829591,0.000005831997],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.00004363139,0.00007560904,0.004125965,0.0008494434,0.00007230356,0.0006575437,0.0005685315,0.4902589,0.05212817,0.1714371,0.003191758,0.276591],"study_design_scores_gemma":[0.00001548469,0.0001123718,0.003103187,0.0001244259,0.0000529303,0.00102171,0.0002923463,0.8664455,0.03770685,0.04806497,0.0430225,0.00003775536],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05027402,0.0009928304,0.9042787,0.0001579268,0.0000821862,0.00009355887,0.0002004015,0.0003648781,0.04355554],"genre_scores_gemma":[0.6436591,0.002000263,0.3377928,0.00006221338,0.00004123017,0.000208106,0.0003570718,0.0002073244,0.0156719],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003167719,"threshold_uncertainty_score":0.01059705,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"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","authors":[{"name":"Konstantin Ashkinadze","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03150274244935979,"gpt":0.2845017335886696,"spread":0.2529989911393098,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020526,0.0007245036,0.0002659913,0.0004145941,0.0003744992,0.000348541,0.0006646253,0.0003173808,0.006042786],"category_scores_gemma":[0.0003988281,0.0003186454,0.0002996946,0.0001478732,0.0002707733,0.0002534012,0.000445989,0.0004185002,0.001916301],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001960181,"about_ca_system_score_gemma":0.0007148246,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007153738,"about_ca_topic_score_gemma":0.001767951,"domain_scores_codex":[0.9997725,0.00002804044,0.000009530023,0.00003960571,0.0001308219,0.00001945451],"domain_scores_gemma":[0.999842,0.00002165985,0.00002293484,0.00003066832,0.00006443593,0.00001825688],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001373167,0.00009057483,0.001590145,0.0005105825,0.0000466029,0.0005919799,0.0002550633,0.08222223,0.4228069,0.02832149,0.007843968,0.4555832],"study_design_scores_gemma":[0.0001410125,0.001154136,0.004984548,0.0001447443,0.0001177202,0.004277111,0.0002153806,0.4860341,0.2303212,0.0136477,0.2588294,0.0001329139],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.00689431,0.00003963708,0.9881155,0.00002586868,0.00003202225,0.00008545116,0.00003196397,0.0005093505,0.004265816],"genre_scores_gemma":[0.1501347,0.0001164444,0.8425177,0.00002874241,0.00003473834,0.0001961812,0.0001294394,0.0001763763,0.006665641],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.006042786,"threshold_uncertainty_score":0.02021509,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"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","authors":[{"name":"Mehdi Simiari","is_ca":false},{"name":"Mehrdad Manteghian","is_ca":false},{"name":"Malihe Ghashamshmi-Iraj.","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007997305032623423,"gpt":0.223626978451987,"spread":0.2156296734193635,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002066147,0.0001996094,0.0002085806,0.0001823812,0.0001421579,0.000410122,0.0001819657,0.0001999174,0.001174877],"category_scores_gemma":[0.0008159329,0.0001555531,0.000134029,0.0002103343,0.000207514,0.0002715859,0.000134057,0.0002520999,0.0002378093],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001940464,"about_ca_system_score_gemma":0.000146694,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005853831,"about_ca_topic_score_gemma":0.0008003588,"domain_scores_codex":[0.9997841,0.00003756415,0.00002200693,0.00005947115,0.00006337775,0.0000334479],"domain_scores_gemma":[0.9995945,0.0001897796,0.00008316007,0.00002356101,0.0000825181,0.00002654098],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002519466,0.00003158062,0.000482681,0.00008935754,0.00001139919,0.0000529921,0.00004002076,0.0002073906,0.9956775,0.00005096366,0.00004432983,0.003059804],"study_design_scores_gemma":[0.000004773556,0.0001369454,0.001652153,0.000002297629,0.00001320311,0.00002878068,0.00002358528,0.0004322915,0.9970579,0.00001280905,0.0006299815,0.000005351576],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9954099,0.001595151,0.001348153,0.00007439237,0.00003951318,0.0000155065,0.0001397581,0.00004132101,0.001336305],"genre_scores_gemma":[0.9966632,0.0008694902,0.001211391,0.00004157095,0.00001549333,0.00002163652,0.0001138176,0.00002948109,0.001034032],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001174877,"threshold_uncertainty_score":0.00393033,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Анатолий Субботин","is_ca":false},{"name":"Anatoliy Subbotin","is_ca":false},{"name":"Виталий Субботин","is_ca":false},{"name":"Vitaliy Subbotin","is_ca":false},{"name":"Игнат Субботин","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02646559997887618,"gpt":0.2478370424419969,"spread":0.2213714424631207,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000376004,0.0004025548,0.0002155004,0.005546965,0.000673719,0.001072071,0.0006180471,0.0005058383,0.004270982],"category_scores_gemma":[0.0007528185,0.0002231618,0.0004183014,0.001686497,0.00114087,0.0005849182,0.001265715,0.0003417603,0.000399531],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001035031,"about_ca_system_score_gemma":0.0009545603,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006178483,"about_ca_topic_score_gemma":0.007627048,"domain_scores_codex":[0.9991832,0.00007979746,0.00009808313,0.0001407946,0.0003485523,0.0001496441],"domain_scores_gemma":[0.9989411,0.0001598215,0.0004883677,0.00005411614,0.0002341985,0.0001223456],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00009951675,0.00009429598,0.9222564,0.0005550133,0.00007693095,0.004370956,0.004539835,0.002775117,0.006906175,0.01408193,0.002390709,0.04185322],"study_design_scores_gemma":[0.000002893117,0.00007014596,0.9674406,0.0001522946,0.00003581151,0.006178636,0.005349852,0.0009850323,0.002380623,0.001301026,0.01608244,0.00002060817],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9491869,0.004177989,0.007298895,0.0002924967,0.00006177341,0.0002211535,0.001809878,0.0000795792,0.03687148],"genre_scores_gemma":[0.9906716,0.0009312538,0.002372532,0.00002504184,0.00001500091,0.00003617426,0.001037593,0.00001355528,0.00489718],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006178483,"threshold_uncertainty_score":0.01428783,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Chemistry; Physics; Stereochemistry","authors":[{"name":"Quân Từ Sỹ","is_ca":false},{"name":"Tươi Nguyễn Văn","is_ca":false},{"name":"Dương Lê Văn","is_ca":false},{"name":"Tâm Nguyễn Thành","is_ca":false},{"name":"Truyền Trần Thế","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03851941314751089,"gpt":0.2969402822680161,"spread":0.2584208691205052,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003928787,0.0006989717,0.0005636477,0.0007223152,0.001566007,0.001365508,0.0005728752,0.000779723,0.07448318],"category_scores_gemma":[0.0006852272,0.0005907664,0.0004136772,0.0006365876,0.0006315654,0.001137315,0.0009038372,0.0009801255,0.02384291],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008238473,"about_ca_system_score_gemma":0.001861656,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01474173,"about_ca_topic_score_gemma":0.02951196,"domain_scores_codex":[0.9993924,0.00003824077,0.00003536251,0.0001174833,0.0003221764,0.00009437623],"domain_scores_gemma":[0.9993945,0.00006743268,0.00005605816,0.00006719336,0.0003130848,0.000101626],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000710266,0.0005802847,0.03043097,0.001044348,0.00005623612,0.002380871,0.003057178,0.0001806141,0.811645,0.0022177,0.04588034,0.1018162],"study_design_scores_gemma":[0.00004770922,0.00108903,0.131249,0.0003071139,0.0001247818,0.002792697,0.007955671,0.0006588009,0.4374565,0.0006439944,0.4175754,0.00009938081],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5479336,0.004755132,0.01106999,0.004175821,0.001559142,0.001067463,0.007855427,0.00222133,0.419362],"genre_scores_gemma":[0.4130986,0.002757478,0.01192505,0.001011716,0.00005917641,0.000353555,0.005117218,0.0004461288,0.5652311],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07448318,"threshold_uncertainty_score":0.2491711,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Bearing (navigation); Sulfide; Computer science; Materials science; Geology; Geotechnical engineering; Metallurgy; Artificial intelligence","authors":[{"name":"Pierre-Luc Fecteau","is_ca":true},{"name":"Josée Duchesne","is_ca":false},{"name":"A.C.P. Rodrigues","is_ca":false},{"name":"Benoît Fournier","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02484221887595097,"gpt":0.2483135005747873,"spread":0.2234712816988363,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001846755,0.0007726188,0.00118366,0.003170298,0.0003129734,0.001078684,0.001274843,0.002385983,0.006406459],"category_scores_gemma":[0.003610286,0.0003039606,0.0007343503,0.001812338,0.000294057,0.001210591,0.0006453666,0.001427819,0.004266242],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006744711,"about_ca_system_score_gemma":0.00136885,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01197421,"about_ca_topic_score_gemma":0.03240869,"domain_scores_codex":[0.9991648,0.0000792563,0.0002067641,0.00009128114,0.0004017305,0.00005608869],"domain_scores_gemma":[0.9920922,0.00113844,0.0006396555,0.0001632521,0.005625239,0.0003411343],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"observational","study_design_scores_codex":[0.0003591606,0.0001492868,0.002958402,0.003300415,0.0001279428,0.0005656649,0.0001431457,0.0004809254,0.003983694,0.0004956097,0.5222605,0.4651753],"study_design_scores_gemma":[0.00001844267,0.0001549282,0.007095582,0.001019329,0.0001621666,0.0004870554,0.00006839481,0.00008771681,0.001261615,0.0001633766,0.9894628,0.00001861938],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"review","genre_gemma":"empirical","genre_scores_codex":[0.01669896,0.7684079,0.00722603,0.05273654,0.07941936,0.0002895464,0.01805712,0.001385363,0.0557792],"genre_scores_gemma":[0.07124408,0.6891157,0.01375396,0.03260936,0.07834081,0.0003180547,0.01835685,0.0002810179,0.09598012],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01197421,"threshold_uncertainty_score":0.02380902,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Variation (astronomy); Dispersion (optics); Coefficient of variation; Work (physics); Core (optical fiber)","authors":[{"name":"Luis Huamán","is_ca":false},{"name":"Victor Alonso Zevallos Lingan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02253784317424353,"gpt":0.2479049878040254,"spread":0.2253671446297819,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002552635,0.0006658416,0.0005780851,0.002466083,0.0007460194,0.0006324584,0.001290207,0.0009839985,0.001204828],"category_scores_gemma":[0.005601626,0.0003868007,0.0005179175,0.001744705,0.0005782565,0.0007694279,0.0007640565,0.0007329338,0.0009231226],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007995535,"about_ca_system_score_gemma":0.001173985,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001658213,"about_ca_topic_score_gemma":0.004324865,"domain_scores_codex":[0.9970209,0.0004722858,0.0001314319,0.0006144362,0.001590712,0.0001701848],"domain_scores_gemma":[0.9933007,0.00186693,0.0007669707,0.001000167,0.002930413,0.0001348813],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003854496,0.0005271086,0.02547254,0.0003401301,0.00008132833,0.0002176787,0.0007657298,0.02144231,0.8228294,0.006758709,0.002683766,0.1184958],"study_design_scores_gemma":[0.00003144965,0.0004972637,0.05991422,0.00004346489,0.00007809314,0.0005150463,0.0001894083,0.05818186,0.8683429,0.001414506,0.01064638,0.0001453894],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5131742,0.001000015,0.4690742,0.0001119141,0.0001344816,0.0002130704,0.001238173,0.001799951,0.01325399],"genre_scores_gemma":[0.8892336,0.0002745612,0.106391,0.00003205777,0.00001863362,0.0002158676,0.000797011,0.0003005127,0.002736759],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002552635,"threshold_uncertainty_score":0.01349974,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Measure (data warehouse); Rating system; Identification (biology); Reliability (semiconductor); Term (time)","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.01283625685274326,"gpt":0.2641510625218846,"spread":0.2513148056691414,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.01728378,0.001021417,0.0007322556,0.004644125,0.001483596,0.00711116,0.001829485,0.00137047,0.004379404],"category_scores_gemma":[0.03313632,0.0005869654,0.0006823429,0.00405869,0.006508733,0.007258722,0.002631453,0.003147785,0.001875494],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003806606,"about_ca_system_score_gemma":0.001852055,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003794769,"about_ca_topic_score_gemma":0.002888788,"domain_scores_codex":[0.9752001,0.01424114,0.001460502,0.002409469,0.006239414,0.0004493453],"domain_scores_gemma":[0.9797484,0.009261432,0.001909732,0.003687745,0.005017942,0.0003747012],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0002066759,0.0001412045,0.009992753,0.0004924791,0.00007034373,0.0001188448,0.001583728,0.01212095,0.002055969,0.5637013,0.00974189,0.3997739],"study_design_scores_gemma":[0.0000746993,0.0008475037,0.02166026,0.001034626,0.0001325538,0.0009868314,0.00223993,0.1156431,0.00610251,0.548062,0.3028421,0.0003738283],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"review","genre_scores_codex":[0.04413571,0.01138324,0.7933341,0.00439762,0.002028494,0.0004245651,0.0003379731,0.001886755,0.1420716],"genre_scores_gemma":[0.583088,0.004242743,0.3918563,0.0009453433,0.001131209,0.0004350356,0.0003534825,0.0004109869,0.0175369],"genre_candidate":"review","genre_consensus":null,"teacher_disagreement_score":0.01728378,"threshold_uncertainty_score":0.09140646,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Jean Crespi","is_ca":false},{"name":"Jessica Robinson","is_ca":false},{"name":"Yu‐Chang Chan","is_ca":false},{"name":"H. Ray Underwood","is_ca":false},{"name":"Madison Rosen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03241810773406056,"gpt":0.2677794332968614,"spread":0.2353613255628008,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001769036,0.0003530644,0.0002209366,0.0008860792,0.001105819,0.001275935,0.001252349,0.0007458389,0.006342707],"category_scores_gemma":[0.00104848,0.0004532911,0.0004017816,0.001431254,0.0006612149,0.0004644684,0.0002461836,0.0003803923,0.0005480039],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.007690398,"about_ca_system_score_gemma":0.004579432,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9083658,"about_ca_topic_score_gemma":0.9214163,"domain_scores_codex":[0.9999261,0.000008793278,0.00000580593,0.00002363297,0.00001389898,0.00002174395],"domain_scores_gemma":[0.9998177,0.00003576803,0.00002844055,0.00001324747,0.00008595883,0.00001895934],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00007986107,0.00005030371,0.09082822,0.00004197608,0.00004740727,0.0002813582,0.0002646935,0.8890221,0.005646741,0.002250082,0.0007877913,0.0106995],"study_design_scores_gemma":[0.00002319573,0.00002007406,0.1386615,0.00002033433,0.00001893143,0.00004793541,0.0002953738,0.8588757,0.0005584283,0.0004070454,0.001036623,0.00003474661],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9811609,0.0001145418,0.004233668,0.0002479977,0.00001558686,0.00002503751,0.001256553,0.0001077202,0.01283787],"genre_scores_gemma":[0.9973336,0.00006025682,0.0006407577,0.00001142953,0.000002261855,0.000007545759,0.0002247131,0.00002275298,0.001696539],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09163415,"threshold_uncertainty_score":0.1843476,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}