{"meta":{"query_hash":"944e4500a648","filters":{"venue":"Structural Concrete"},"cohort_total":65,"direct_labels_cover":1,"predictions_cover":65,"exported":65,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/944e4500a648","api":"https://metacan.xera.ac/api/v1/cohort?venue=Structural+Concrete"},"results":[{"id":"W1605157920","doi":"10.1680/stco.2000.1.1.3","title":"Self-compacting concrete","year":2000,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":333,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering; Civil engineering; Forensic engineering; Construction engineering","score_opus":0.007787427514940842,"score_gpt":0.22088187861229164,"score_spread":0.21309445109735078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1605157920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9035165,0.00014422431,0.000032877055,0.000025054174,0.0006213071,0.00027794397,0.000033662516,0.0012822907,0.094066195],"genre_scores_gemma":[0.9963585,0.00004242056,0.0024322576,0.00017899486,0.00038542418,0.000013745015,0.00005048908,0.000067144894,0.00047100036],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984012,0.000046545843,0.0004727445,0.00024513179,0.0002445349,0.00058981177],"domain_scores_gemma":[0.99937403,0.00006268957,0.000058666184,0.00031436802,0.000077752615,0.000112491936],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00016075232,0.00035263845,0.0003836868,0.000080898935,0.00014296705,0.0001329377,0.0002719218,0.00011819965,0.007928284],"category_scores_gemma":[0.000021774607,0.00033342463,0.00008632755,0.00026164053,0.00006890596,0.0004112905,0.000028834223,0.00023360693,0.00051875354],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012014332,2.4041775e-8,0.0004502445,0.0004492494,0.0006112109,0.0000647755,0.0020335617,0.000672291,0.9715792,0.009298884,0.002724339,0.011996057],"study_design_scores_gemma":[0.0023457974,0.000172293,0.0005483936,0.00010774062,0.00009671035,0.00015429265,0.00017221845,0.0980566,0.7288818,0.0004117711,0.16713034,0.0019220683],"about_ca_topic_score_codex":0.00001579216,"about_ca_topic_score_gemma":2.2313453e-7,"teacher_disagreement_score":0.24269743,"about_ca_system_score_codex":0.00012073555,"about_ca_system_score_gemma":0.000021037222,"threshold_uncertainty_score":0.9999118},"labels":[],"label_agreement":null},{"id":"W1968854639","doi":"10.1002/suco.201200064","title":"Background to <i>fib</i> Model Code 2010 shear provisions – part II: punching shear","year":2013,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":70,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"École Polytechnique Fédérale de Lausanne","keywords":"Punching; Structural engineering; Shear (geology); Engineering; Code (set theory); Computer science; Mechanical engineering; Materials science; Composite material; Programming language","score_opus":0.01843938534241498,"score_gpt":0.23789054468269427,"score_spread":0.21945115934027928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968854639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940088,0.00016635649,0.00044999772,0.0005328407,0.0009149128,0.00059345644,0.00008113963,0.00075491663,0.0024976193],"genre_scores_gemma":[0.9806993,0.0000117001255,0.016077193,0.0003626443,0.000331431,0.00008148484,0.00005485293,0.00010675048,0.0022746704],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99748904,0.000044010296,0.00054660457,0.00058390177,0.000465964,0.000870514],"domain_scores_gemma":[0.9984611,0.00007488391,0.000063637905,0.0007639234,0.00014782058,0.0004885905],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012330433,0.0005073509,0.0005475126,0.00018154221,0.0004423908,0.00030258694,0.0005336396,0.00019219817,0.0008192681],"category_scores_gemma":[0.000074356794,0.00044016566,0.0002279986,0.00043314422,0.00008966787,0.00064150355,0.0002596563,0.0005906336,0.00041297713],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028937335,3.9816308e-7,0.0004707398,0.00012568582,0.00042695945,0.00001297705,0.0013121981,0.13482383,0.8236519,0.0023545998,0.029622518,0.0071692704],"study_design_scores_gemma":[0.0006335227,0.00012257072,0.0024306343,0.00010273546,0.00016054514,0.000052068877,0.00023080173,0.9274666,0.056296505,0.0026310666,0.00847338,0.0013995802],"about_ca_topic_score_codex":0.00046865796,"about_ca_topic_score_gemma":0.000027931248,"teacher_disagreement_score":0.7926428,"about_ca_system_score_codex":0.00017462038,"about_ca_system_score_gemma":0.00003744051,"threshold_uncertainty_score":0.99980503},"labels":[],"label_agreement":null},{"id":"W1998877187","doi":"10.1002/suco.201100020","title":"Design and optimization of fabric‐formed beams and trusses: evolutionary algorithms and form‐finding","year":2011,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Formwork; Truss; Structural engineering; Finite element method; Frame (networking); Process (computing); Engineering; Casting; Tensegrity; Computer science; Mechanical engineering; Materials science; Composite material","score_opus":0.017390625060362486,"score_gpt":0.20890073417663718,"score_spread":0.1915101091162747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998877187","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85537034,0.001427353,0.14260043,0.000007850458,0.00010360674,0.00021491578,0.000012921724,0.000074259435,0.00018831978],"genre_scores_gemma":[0.82723737,0.00038506658,0.17230186,0.0000073735396,0.00002189868,0.0000024900178,0.000021277063,0.000013263293,0.0000094119305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99934417,0.00001963456,0.00022840488,0.00016255974,0.00009238551,0.00015286444],"domain_scores_gemma":[0.99970376,0.00003774247,0.00006527143,0.00007606596,0.000049172155,0.00006801017],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000062078885,0.00015198793,0.00021063807,0.00009364624,0.0000964613,0.000023971525,0.000046865895,0.000075383585,0.00005641286],"category_scores_gemma":[0.000017578992,0.000124715,0.000022670807,0.00013837496,0.00009627674,0.00035363983,0.000032357777,0.00006603914,1.5981215e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005874632,0.0000013199918,0.033501238,0.0014226468,0.0016378453,0.00002575915,0.025890589,0.6936209,0.058002315,0.009679661,0.00021730021,0.17541295],"study_design_scores_gemma":[0.0003775937,0.000063637824,0.008038852,0.000020230123,0.00006803085,0.000041480045,0.00018072102,0.985178,0.0047312775,0.0011066505,0.00000497779,0.00018857357],"about_ca_topic_score_codex":0.000034130302,"about_ca_topic_score_gemma":4.702746e-7,"teacher_disagreement_score":0.29155707,"about_ca_system_score_codex":0.00001942889,"about_ca_system_score_gemma":0.000006490696,"threshold_uncertainty_score":0.50857306},"labels":[],"label_agreement":null},{"id":"W2077564736","doi":"10.1002/suco.201200066","title":"Background to the <i>fib</i> Model Code 2010 shear provisions – part I: beams and slabs","year":2013,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Structural engineering; Slab; Girder; Shear (geology); Deck; Engineering; Code (set theory); Prestressed concrete; Computer science; Geology; Programming language","score_opus":0.011700938012528148,"score_gpt":0.2128465204207054,"score_spread":0.20114558240817726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2077564736","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9831854,0.0005888908,0.010014041,0.0021576495,0.0009711399,0.00079099176,0.000088725756,0.0007077985,0.0014953498],"genre_scores_gemma":[0.99431837,0.000034992314,0.0043065147,0.00029343768,0.0001713611,0.000075709075,0.000013292137,0.00004561367,0.00074070966],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99884486,0.00001571427,0.00024042475,0.0002643192,0.00019337708,0.00044129492],"domain_scores_gemma":[0.99923015,0.0000685028,0.000019688578,0.00040268138,0.000048193273,0.00023076616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000059172413,0.00027094485,0.00022663316,0.00004322523,0.000186202,0.00019060788,0.0002759142,0.00012977984,0.00010236636],"category_scores_gemma":[0.000032420896,0.00018160442,0.000060522198,0.00014209746,0.00008051744,0.00019255055,0.000097121054,0.00039275002,0.000054564975],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003366764,2.6582873e-7,0.000074339245,0.00024985525,0.0002676026,0.000010677174,0.0010154909,0.6974124,0.13218085,0.018873129,0.12070625,0.029175509],"study_design_scores_gemma":[0.0003907523,0.00008472986,0.001265131,0.00004080314,0.00003807609,0.00008109263,0.00012731225,0.95149815,0.0029134345,0.0062925876,0.036597393,0.0006705197],"about_ca_topic_score_codex":0.00009979732,"about_ca_topic_score_gemma":0.0000134521215,"teacher_disagreement_score":0.2540858,"about_ca_system_score_codex":0.00003154186,"about_ca_system_score_gemma":0.000013393996,"threshold_uncertainty_score":0.74056137},"labels":[],"label_agreement":null},{"id":"W2114894169","doi":"10.1002/suco.201100014","title":"History and overview of fabric formwork: using fabrics for concrete casting","year":2011,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":131,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Formwork; Engineering; Construction engineering; Key (lock); Civil engineering; Computer science; Computer security","score_opus":0.1204590093436461,"score_gpt":0.27305320134182426,"score_spread":0.15259419199817814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2114894169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98931825,0.0024411504,0.0036957285,0.0000022880067,0.0015192841,0.0002889639,0.000069592126,0.0001298668,0.0025349013],"genre_scores_gemma":[0.9640597,0.000060637092,0.03560173,0.000050282386,0.00013375776,0.000012115581,0.000012390036,0.000036828234,0.00003256149],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989586,0.0000214649,0.0004723823,0.00017804772,0.000101942445,0.00026757765],"domain_scores_gemma":[0.99937475,0.0000628265,0.00015336231,0.00018775,0.00017316897,0.000048171776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016309773,0.00019876905,0.0003357876,0.00011382335,0.000084897736,0.000015128485,0.00011934209,0.000108987726,0.00019795394],"category_scores_gemma":[0.000052624528,0.0002019147,0.00006824569,0.00014225305,0.00015847644,0.00023690036,0.000041752584,0.00009530551,0.0000010289187],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000121118304,5.4308405e-8,0.0013834933,0.0017174727,0.00031949492,0.0000072271355,0.0022865168,0.00003954882,0.89996976,0.07766757,0.00070170424,0.015786042],"study_design_scores_gemma":[0.005201497,0.00054743426,0.0026232316,0.00086781266,0.00083986804,0.0010119647,0.0016158244,0.22225955,0.7071403,0.013596786,0.040796395,0.0034992988],"about_ca_topic_score_codex":0.000049962196,"about_ca_topic_score_gemma":6.2450005e-7,"teacher_disagreement_score":0.22222,"about_ca_system_score_codex":0.00010984203,"about_ca_system_score_gemma":0.000043430016,"threshold_uncertainty_score":0.8233843},"labels":[],"label_agreement":null},{"id":"W2119297172","doi":"10.1002/suco.201400081","title":"Analysis of cracking in steel fibre‐reinforced concrete (SFRC) structures in bending using probabilistic modelling","year":2015,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Cracking; Structural engineering; Ultimate tensile strength; Materials science; Probabilistic logic; Composite material; Bridging (networking); Bending; Finite element method; Reinforcement; Computer science; Engineering","score_opus":0.042291165639696426,"score_gpt":0.27477615230623015,"score_spread":0.23248498666653372,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2119297172","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996615,0.00037241215,0.0011633887,0.000005693123,0.0005044855,0.000580217,0.00007859788,0.0002072856,0.00047292624],"genre_scores_gemma":[0.9919568,0.000012433878,0.0077215442,0.00002073477,0.00007272968,0.0000134881575,0.000101107355,0.0000840619,0.000017108552],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99622285,0.00010558877,0.0014477646,0.0005795086,0.000686543,0.00095774845],"domain_scores_gemma":[0.9983497,0.00021391409,0.00031941824,0.00062163133,0.00020703506,0.00028825752],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00037175632,0.0006596363,0.0013801014,0.0015288547,0.00006656842,0.00010885521,0.0005879505,0.000342457,0.00009411192],"category_scores_gemma":[0.00017530112,0.00066379015,0.00031188986,0.0024369543,0.0002050356,0.00077802443,0.00015185244,0.000671971,0.0000018747043],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007884236,4.5039945e-9,0.004344873,0.000098726734,0.00022114084,0.00004276743,0.0013873952,0.9166867,0.07540726,0.0014015165,0.0000016081724,0.00032915408],"study_design_scores_gemma":[0.0013026502,0.000053277716,0.0017485876,0.0001271871,0.0004167857,0.000030121182,0.0005989576,0.969832,0.024783611,0.0003602895,0.000010373986,0.0007361328],"about_ca_topic_score_codex":0.0011109966,"about_ca_topic_score_gemma":0.000035584733,"teacher_disagreement_score":0.05314531,"about_ca_system_score_codex":0.0007271446,"about_ca_system_score_gemma":0.00013470453,"threshold_uncertainty_score":0.99958134},"labels":[],"label_agreement":null},{"id":"W2135411049","doi":"10.1002/suco.201200060","title":"Design for SLS according to <i>fib</i> Model Code 2010","year":2013,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Deflection (physics); Serviceability (structure); Cracking; Structural engineering; Limiting; Engineering; Materials science; Mechanical engineering; Composite material","score_opus":0.03322094081084826,"score_gpt":0.2499533629088998,"score_spread":0.21673242209805155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135411049","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.825115,0.000081226775,0.17115065,0.0002574808,0.000849558,0.0014238097,0.00006516663,0.0005012867,0.0005557923],"genre_scores_gemma":[0.9608489,0.000005156745,0.0379228,0.00042988468,0.00010426209,0.0002620929,0.000012806652,0.000048926016,0.00036515767],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878067,0.000023499717,0.00029541648,0.00030038887,0.00014091279,0.0004591292],"domain_scores_gemma":[0.9990478,0.00017909204,0.000029307472,0.00036405865,0.00012893992,0.00025080433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013395789,0.00025041492,0.00028746607,0.00005882252,0.00011454865,0.000112727954,0.00027062185,0.000105470026,0.00020563196],"category_scores_gemma":[0.00011270755,0.00022495024,0.00010725613,0.00012446185,0.000033148615,0.00027813227,0.000063031075,0.00015733928,0.00010864169],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005116418,4.4313015e-8,0.0001569273,0.00006449904,0.000017748243,6.33597e-7,0.00027787086,0.019636618,0.9548305,0.00039247295,0.015917912,0.0086535625],"study_design_scores_gemma":[0.00043618528,0.00005211102,0.000116483956,0.000015733687,0.000014904871,0.0000048856828,0.00008283342,0.91014075,0.08570948,0.0021294518,0.00091273006,0.00038442799],"about_ca_topic_score_codex":0.00002409322,"about_ca_topic_score_gemma":0.0000032416415,"teacher_disagreement_score":0.8905041,"about_ca_system_score_codex":0.00007595625,"about_ca_system_score_gemma":0.000025850333,"threshold_uncertainty_score":0.91732043},"labels":[],"label_agreement":null},{"id":"W2170578586","doi":"10.1680/stco.2001.2.1.1","title":"Deflection prediction for concrete bridges: analysis and field measurements on a long-span bridge","year":2001,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Creep; Prestressed concrete; Structural engineering; Deflection (physics); Shrinkage; Young's modulus; Bridge (graph theory); Elastic modulus; Materials science; Geotechnical engineering; Engineering; Composite material; Physics","score_opus":0.0446153257341956,"score_gpt":0.314671388069102,"score_spread":0.2700560623349064,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170578586","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98948085,0.00018131114,0.007629965,0.00007782074,0.00088614016,0.00058470806,0.000055358323,0.00082694914,0.0002768881],"genre_scores_gemma":[0.99766505,0.00011417314,0.001470167,0.000113460395,0.00043342664,0.00007301343,0.000055170287,0.00003738039,0.000038160575],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9986259,0.000038332902,0.00033343764,0.00034782573,0.00025426474,0.0004002623],"domain_scores_gemma":[0.9992721,0.0001331116,0.00007218035,0.0002672555,0.00010947521,0.00014586188],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015001552,0.0002697798,0.00032888926,0.0002514501,0.00019334945,0.00006857132,0.00012602791,0.00017177229,0.000025888037],"category_scores_gemma":[0.00008515929,0.00026193427,0.00012543041,0.0003865551,0.00003775325,0.0001890507,0.000021170199,0.0002210313,0.000001871051],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013718623,2.8885412e-7,0.7971966,0.0007349019,0.0023166325,0.000022354974,0.00095005,0.0015266978,0.040930685,0.00026642362,0.0030882722,0.1515952],"study_design_scores_gemma":[0.0010524082,0.0007548488,0.82619655,0.00009506441,0.0005156523,0.000064877444,0.000022427706,0.06727072,0.10225523,0.00045131968,0.0007545106,0.0005664097],"about_ca_topic_score_codex":0.0003873417,"about_ca_topic_score_gemma":0.00006308145,"teacher_disagreement_score":0.1510288,"about_ca_system_score_codex":0.00021247528,"about_ca_system_score_gemma":0.000012527675,"threshold_uncertainty_score":0.9999833},"labels":[],"label_agreement":null},{"id":"W2298488143","doi":"10.1002/suco.201500109","title":"Analytical modelling of bond stress at steel concrete interface due to corrosion","year":2016,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Corrosion; Cylinder; Isotropy; Steel bar; Anisotropy; Bar (unit); Structural engineering; Internal pressure; Stress (linguistics); Composite material; Engineering; Geology; Mechanical engineering","score_opus":0.020864432509355563,"score_gpt":0.24359607897714192,"score_spread":0.22273164646778634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2298488143","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9814395,0.00020619528,0.015751531,0.00012671866,0.00062770635,0.00031070152,0.00029980234,0.00023247296,0.0010054002],"genre_scores_gemma":[0.9983651,0.000017970313,0.001021625,0.000044454457,0.00007383104,0.000008256638,0.000010444338,0.0000449833,0.00041334442],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99811834,0.000051508276,0.0005862675,0.00043341616,0.00033661714,0.0004738347],"domain_scores_gemma":[0.99857134,0.00027577576,0.0000777854,0.0005733662,0.00015588137,0.00034583829],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015752377,0.00033662966,0.00055369706,0.0001014703,0.00007903877,0.000028571485,0.00033032303,0.00015834729,0.00062021083],"category_scores_gemma":[0.00010819735,0.00023931412,0.00016802552,0.00020613152,0.00016404882,0.0001823249,0.00023883798,0.00017278065,0.0000753508],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034112504,7.3581425e-8,0.0019537765,0.00013288525,0.000024968786,0.000017211329,0.00045618613,0.0021132033,0.99121445,0.00093515764,0.000837867,0.001973101],"study_design_scores_gemma":[0.0011007361,0.00018417694,0.00062288303,0.000287088,0.000048497972,0.000044859025,0.00012135308,0.27348885,0.7220736,0.00014269413,0.0012652149,0.0006200346],"about_ca_topic_score_codex":0.0000269722,"about_ca_topic_score_gemma":0.000012027966,"teacher_disagreement_score":0.27137566,"about_ca_system_score_codex":0.00021370979,"about_ca_system_score_gemma":0.000024156472,"threshold_uncertainty_score":0.97589463},"labels":[],"label_agreement":null},{"id":"W2307693045","doi":"10.1002/suco.201500069","title":"Influence of reinforcement type on macrocrack propagation under sustained loading in steel fibre‐reinforced concrete","year":2016,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Reinforcement; Cracking; Flexural strength; Materials science; Structural engineering; Creep; Reinforced concrete; Composite material; Engineering","score_opus":0.010103593905711349,"score_gpt":0.23838007828398114,"score_spread":0.22827648437826978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2307693045","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970781,0.000043361757,0.00017655679,0.00008534901,0.0002980272,0.0007493629,0.000025791815,0.00028568416,0.0012577529],"genre_scores_gemma":[0.9988176,0.00002866622,0.00030633394,0.00011788131,0.00006681251,0.000023514696,0.000030375544,0.000068018584,0.00054074486],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99738824,0.000047588197,0.0008987133,0.00039328446,0.00053812226,0.00073406356],"domain_scores_gemma":[0.99854505,0.00020466733,0.00024193137,0.0005600974,0.00027269006,0.00017558868],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015256199,0.000507432,0.00055036385,0.00031002267,0.00007455992,0.00004476114,0.00043730382,0.00023296704,0.0002373809],"category_scores_gemma":[0.00017362038,0.0003805434,0.000120703044,0.0005081584,0.0002088971,0.0007033164,0.000096290045,0.0002994744,0.000053265518],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035702917,3.2520344e-9,0.00024578755,0.00011297,0.000047958947,0.000018521567,0.00021110312,0.035789043,0.95468765,0.007518555,0.00003397661,0.0009773856],"study_design_scores_gemma":[0.0028448876,0.00057168794,0.0030866405,0.00047504253,0.000040271352,0.000035712885,0.00020896527,0.026177887,0.9654033,0.00018608462,0.0001376967,0.00083177636],"about_ca_topic_score_codex":0.000059160473,"about_ca_topic_score_gemma":0.0000015171403,"teacher_disagreement_score":0.01071568,"about_ca_system_score_codex":0.00049942563,"about_ca_system_score_gemma":0.000093724375,"threshold_uncertainty_score":0.99986464},"labels":[],"label_agreement":null},{"id":"W2767258962","doi":"10.1002/suco.201600177","title":"Seismic response and life‐cycle cost of reinforced concrete special structural wall buildings in Dubai, UAE","year":2017,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Induced seismicity; Seismic hazard; Shear wall; Fragility; Incremental Dynamic Analysis; Structural engineering; Seismic analysis; Engineering; Reinforced concrete; Response analysis; Peak ground acceleration; Geotechnical engineering; Geology; Ground motion; Civil engineering","score_opus":0.008429014490596413,"score_gpt":0.23627345210763093,"score_spread":0.22784443761703452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2767258962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982984,0.00017138028,0.000017537712,0.00017495069,0.00038897933,0.00019705968,0.00005347318,0.00007080705,0.000627429],"genre_scores_gemma":[0.99889994,0.00009007268,0.00027575388,0.00014078259,0.00038395324,0.0000061890764,0.000018386636,0.000032374894,0.00015253022],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99849916,0.000038853294,0.00049724,0.00028377728,0.00022788823,0.00045306436],"domain_scores_gemma":[0.99897784,0.00008313752,0.00019399326,0.00051932054,0.000057402536,0.00016830406],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022858227,0.00030479595,0.00054580456,0.00018241709,0.00022781907,0.00013141402,0.00044299086,0.00015544574,0.00017790042],"category_scores_gemma":[0.00019440509,0.00028306537,0.00011513575,0.000121593795,0.00029993497,0.0005987696,0.00012262317,0.0003196231,0.00000819331],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007855413,1.4607079e-7,0.09859121,0.00090846233,0.0013075985,0.00024223683,0.012590834,0.060348503,0.7754568,0.0022536763,0.0025509777,0.03789418],"study_design_scores_gemma":[0.0031334588,0.000101137244,0.08540212,0.00013701117,0.0000847228,0.00003469183,0.00028410988,0.8756885,0.03186087,0.00018706535,0.0023629474,0.00072335097],"about_ca_topic_score_codex":0.0004374739,"about_ca_topic_score_gemma":0.000017704504,"teacher_disagreement_score":0.81534,"about_ca_system_score_codex":0.00007599346,"about_ca_system_score_gemma":0.000044089,"threshold_uncertainty_score":0.99996215},"labels":[],"label_agreement":null},{"id":"W2784051034","doi":"10.1002/suco.201700183","title":"Strength of steel fiber reinforced concrete beams in pure torsion","year":2018,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Truss; Torsion (gastropod); Structural engineering; Reinforced concrete; Test data; Materials science; Fiber-reinforced concrete; Composite material; Computer science; Engineering","score_opus":0.008649577771195677,"score_gpt":0.23141225376987537,"score_spread":0.2227626759986797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2784051034","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98955387,0.00017151772,0.000010562681,0.000016134789,0.0009137887,0.00044124757,0.000082827886,0.00033465013,0.008475378],"genre_scores_gemma":[0.9959601,0.000020142508,0.00283613,0.000041909603,0.00029284408,0.000014392246,0.00007804636,0.00007637036,0.00068006973],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9975229,0.000046347897,0.00082644064,0.00039972426,0.00047739685,0.0007272132],"domain_scores_gemma":[0.99869496,0.00009208968,0.00017646089,0.00064374553,0.00018547308,0.00020725718],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00013044477,0.00051294675,0.0006556979,0.00025365912,0.000086877364,0.000051089166,0.0005547901,0.00033293676,0.0016689018],"category_scores_gemma":[0.000082665094,0.000472872,0.00018740495,0.00050504657,0.00038837353,0.0005071943,0.00013228533,0.0004717689,0.00008595173],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022999432,4.952895e-9,0.00083676475,0.00017814299,0.00010992264,0.000033328302,0.0011450491,0.00038325068,0.98706466,0.0035929068,0.00060582795,0.0058201766],"study_design_scores_gemma":[0.0021193745,0.00040003253,0.0032470291,0.00018765278,0.000065274995,0.00006043448,0.00029879104,0.028018856,0.96230805,0.00008833065,0.0022460097,0.00096015783],"about_ca_topic_score_codex":0.00013452148,"about_ca_topic_score_gemma":0.000004461925,"teacher_disagreement_score":0.027635606,"about_ca_system_score_codex":0.0001720967,"about_ca_system_score_gemma":0.000052176318,"threshold_uncertainty_score":0.9997723},"labels":[],"label_agreement":null},{"id":"W2791101385","doi":"10.1002/suco.201700201","title":"Investigation of the effect of openings of interior reinforced concrete flat slabs","year":2018,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slab; Structural engineering; Punching; Finite element method; Shear (geology); Eurocode; Reinforced concrete; Geotechnical engineering; Reinforcement; Probabilistic logic; Materials science; Engineering; Composite material; Computer science","score_opus":0.008226105699385753,"score_gpt":0.22483137228526265,"score_spread":0.2166052665858769,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2791101385","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99726456,0.00008219159,0.000024169276,0.000013666206,0.00091219414,0.00057122024,0.00005373475,0.000096174466,0.0009820987],"genre_scores_gemma":[0.99896914,0.000003737564,0.0007471996,0.000017763923,0.00009036832,0.000009508702,0.00001532104,0.00004383084,0.00010311895],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99812657,0.00009096857,0.00083456206,0.00021688675,0.0004091996,0.00032181927],"domain_scores_gemma":[0.9983788,0.00018102808,0.00045947923,0.0006352444,0.0002493357,0.000096111384],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00020326232,0.00035295868,0.00068869925,0.00011674517,0.00006545662,0.000017970278,0.00069420785,0.00018523005,0.00019943315],"category_scores_gemma":[0.00019978636,0.00024535196,0.00026221876,0.0004123154,0.0010206834,0.00030385473,0.00019095429,0.00026027687,0.0000051406128],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000114045106,1.0541526e-11,0.0025693467,0.00019430488,0.000067914036,5.0777834e-7,0.0005894219,0.0000027370988,0.9957991,0.00033194548,0.000040668045,0.0002899808],"study_design_scores_gemma":[0.00095407094,0.000576632,0.0006845526,0.00023588899,0.00011567339,0.000021670568,0.00004090314,0.005927643,0.9911292,0.000036184487,0.000032859956,0.00024471054],"about_ca_topic_score_codex":0.00015079213,"about_ca_topic_score_gemma":0.0000011800896,"teacher_disagreement_score":0.0059249057,"about_ca_system_score_codex":0.000058620724,"about_ca_system_score_gemma":0.00004000342,"threshold_uncertainty_score":0.9999999},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"bench_or_experimental","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"low"},{"model":"gpt","categories":[],"domain":null,"study_design":"bench_or_experimental","genre":"empirical","about_ca_system":false,"about_ca_topic":false,"confidence":"high"}],"label_agreement":"agree"},{"id":"W2795910194","doi":"10.1002/suco.201700242","title":"Strength of laps and anchorages of plain surface bars","year":2018,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Engineering; Structural engineering; Bar (unit); Bond; Bond strength; Geotechnical engineering; Forensic engineering; Geology; Materials science; Composite material; Adhesive; Layer (electronics)","score_opus":0.007656425128841543,"score_gpt":0.2275833692360972,"score_spread":0.21992694410725566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795910194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997545,0.0004405581,0.00002296831,0.000008560512,0.00035738162,0.00014334261,0.000114777424,0.000114871866,0.0012525168],"genre_scores_gemma":[0.9946068,0.00003911508,0.0051860367,0.000007898884,0.00007583411,0.0000010645456,0.000012858442,0.000028959723,0.000041436295],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989522,0.000022539438,0.00036073138,0.0001834098,0.00020621353,0.00027491196],"domain_scores_gemma":[0.999329,0.00007942782,0.000099834,0.0002833927,0.00010984476,0.00009851473],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006319932,0.00023061289,0.00037764286,0.00006516644,0.000042430118,0.000015256795,0.00020770486,0.00011358845,0.00019102807],"category_scores_gemma":[0.00003786165,0.00020715626,0.000065074615,0.00016986542,0.00041883456,0.00018021588,0.00006267739,0.00015043921,0.0000028450681],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038037208,4.453405e-9,0.0022611485,0.00010953471,0.000064544234,0.0000034866189,0.0005200392,0.00007480593,0.99227387,0.0009549157,0.0000867016,0.0036129432],"study_design_scores_gemma":[0.0005306791,0.00017504857,0.008949509,0.00004991591,0.000043983237,0.000027457747,0.00017105899,0.004603369,0.98475546,0.00016435559,0.00024577448,0.00028336438],"about_ca_topic_score_codex":0.000073563664,"about_ca_topic_score_gemma":0.0000033044787,"teacher_disagreement_score":0.0075183553,"about_ca_system_score_codex":0.000022189324,"about_ca_system_score_gemma":0.00001625672,"threshold_uncertainty_score":0.84475875},"labels":[],"label_agreement":null},{"id":"W2795999582","doi":"10.1002/suco.201700078","title":"Size effect of ultra‐high performance fiber reinforced concrete composite beams in shear","year":2018,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Ductility (Earth science); Structural engineering; Stiffening; Fiber-reinforced concrete; Tension (geology); Composite material; Composite number; Shear (geology); Fiber; Finite element method; Reinforced concrete; Stiffness; Compression (physics); Engineering; Creep","score_opus":0.005145062324968508,"score_gpt":0.22027226287680257,"score_spread":0.21512720055183407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2795999582","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.990228,0.000042466043,0.000018959241,0.000009170256,0.00075524335,0.0006016622,0.000054479166,0.00021251525,0.008077504],"genre_scores_gemma":[0.9985514,0.000017149205,0.00065912993,0.000059019625,0.00026057631,0.000024318158,0.000060608425,0.0000639058,0.00030384024],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99787176,0.00009599292,0.00080836733,0.00028858415,0.0003279223,0.00060736714],"domain_scores_gemma":[0.9988604,0.00028840368,0.00016985342,0.00041961943,0.00017939381,0.00008229928],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00040818754,0.00044580933,0.00075977977,0.0001517398,0.00008342778,0.000048241454,0.00034609792,0.00018751917,0.0013651903],"category_scores_gemma":[0.00011715418,0.00038860887,0.00008498954,0.00044764462,0.0003637228,0.00041732469,0.00006633562,0.00021178946,0.00014134636],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035043477,6.7457275e-9,0.0005282179,0.00039403798,0.000085443855,0.000004661206,0.00029749578,0.00055102346,0.9967087,0.00032078207,0.00007826031,0.00068091514],"study_design_scores_gemma":[0.002069929,0.00068620796,0.0029259287,0.00018737042,0.00002687144,0.00001347715,0.000010839001,0.012517665,0.98065585,0.00000681221,0.00045290202,0.0004461269],"about_ca_topic_score_codex":0.000088363486,"about_ca_topic_score_gemma":3.6293852e-7,"teacher_disagreement_score":0.01605285,"about_ca_system_score_codex":0.000118469754,"about_ca_system_score_gemma":0.000022760956,"threshold_uncertainty_score":0.9998566},"labels":[],"label_agreement":null},{"id":"W2938727150","doi":"10.1002/suco.201800181","title":"Seismic behavior of reinforced concrete squat walls with high strength reinforcements: An experimental study","year":2019,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ontario Power Generation","funders":"","keywords":"Reinforcement; Materials science; Structural engineering; Squat; Dissipation; Stiffness; Deformation (meteorology); Composite material; Shear (geology); Geotechnical engineering; Engineering","score_opus":0.00949285250274483,"score_gpt":0.24391777396411982,"score_spread":0.23442492146137497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2938727150","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994962,0.000073289615,0.000023308541,0.0000036796896,0.00088743225,0.0025004405,0.00011026492,0.00061679253,0.0008227909],"genre_scores_gemma":[0.99755347,0.000004822355,0.001238101,0.000043238633,0.00010293238,0.00012778757,0.00023447133,0.00016564269,0.00052952406],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9962586,0.00008108337,0.0010500231,0.00069723884,0.0010073984,0.0009056139],"domain_scores_gemma":[0.9976803,0.00007437437,0.00033413537,0.0013192646,0.00021518697,0.00037673183],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00013963477,0.0008977611,0.0010412188,0.00026070053,0.00013052515,0.00012908367,0.0008592371,0.00024528796,0.0015543576],"category_scores_gemma":[0.000013788544,0.0007636146,0.00018727263,0.0003897837,0.00022352695,0.0012910155,0.00016159238,0.0005471176,0.000065805725],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005898505,1.2779245e-7,0.008122115,0.00010513541,0.00033917662,0.000063553365,0.002299887,0.0064655207,0.9806694,0.00085035554,0.000021837895,0.00047304938],"study_design_scores_gemma":[0.007504737,0.0057812342,0.004159386,0.00009219338,0.0003353378,0.0001126503,0.0044983593,0.04405502,0.9317767,0.000005275749,0.000068426314,0.0016106679],"about_ca_topic_score_codex":0.0005548815,"about_ca_topic_score_gemma":0.0000028918705,"teacher_disagreement_score":0.048892677,"about_ca_system_score_codex":0.0002680379,"about_ca_system_score_gemma":0.000078687975,"threshold_uncertainty_score":0.9994815},"labels":[],"label_agreement":null},{"id":"W2964838295","doi":"10.1002/suco.201900224","title":"On shear in members without stirrups and the application of energy‐based methods in light of 30 years of test observations","year":2019,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Interlock; Shear (geology); Structural engineering; Finite element method; Constitutive equation; Hardening (computing); Aggregate (composite); Engineering; Direct shear test; Geotechnical engineering; Materials science; Composite material","score_opus":0.011961386371212369,"score_gpt":0.2717830667713983,"score_spread":0.25982168040018594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2964838295","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99875116,0.00008581245,0.00029651858,0.000024251998,0.00007356397,0.00031649935,0.000021448866,0.00002097064,0.00040979794],"genre_scores_gemma":[0.99001473,0.000007422782,0.009898565,0.00001631814,0.0000064116425,0.000016210997,0.0000092186265,0.000018028431,0.000013120163],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99903905,0.000062779014,0.00044297514,0.00014530643,0.00016818664,0.0001416842],"domain_scores_gemma":[0.99889785,0.0005664753,0.0001453044,0.00031282948,0.00004943343,0.000028111956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018516222,0.00013865184,0.00039115528,0.00013991295,0.000008512428,0.0000052771993,0.00016787974,0.000088651446,0.000033210425],"category_scores_gemma":[0.00010856007,0.000111365836,0.000056425677,0.0003159723,0.00013628078,0.00008156195,0.000026241867,0.00015130444,4.3976056e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014030389,6.2162805e-8,0.03119362,0.00016216331,0.00002922667,6.609633e-7,0.0006265268,0.011944084,0.930012,0.020191152,0.0000032811442,0.005696922],"study_design_scores_gemma":[0.0034811867,0.000126437,0.18584509,0.00014445544,0.000044435717,0.0000025984323,0.00012512272,0.2547582,0.55405694,0.0010627485,0.000078001685,0.00027478123],"about_ca_topic_score_codex":0.00054005627,"about_ca_topic_score_gemma":0.000008456395,"teacher_disagreement_score":0.37595505,"about_ca_system_score_codex":0.00003845032,"about_ca_system_score_gemma":0.000022119726,"threshold_uncertainty_score":0.4541367},"labels":[],"label_agreement":null},{"id":"W2969897072","doi":"10.1002/suco.201800340","title":"Control of long‐term deflection of concrete slabs by prestressing","year":2019,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Creep; Deflection (physics); Structural engineering; Cracking; Shrinkage; Prestressed concrete; Reinforcement; Materials science; Deflexion; Engineering; Geotechnical engineering; Composite material; Physics; Finite element method; Classical mechanics","score_opus":0.0054394733015861,"score_gpt":0.21941428981070427,"score_spread":0.21397481650911818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969897072","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958632,0.00085125194,0.0005430363,0.000012753122,0.00066586543,0.00036591478,0.00012286662,0.00014045592,0.0014346809],"genre_scores_gemma":[0.99965453,0.000018124025,0.000120656405,0.000024256806,0.000038191203,0.0000048881216,0.000028201019,0.000028851488,0.0000822881],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998694,0.00006474675,0.00049850653,0.00023664726,0.00023543142,0.00027067895],"domain_scores_gemma":[0.9990903,0.00015004145,0.00015775878,0.00038373517,0.00012339979,0.00009472257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000114676324,0.00022449139,0.00047950036,0.000062716914,0.00003299475,0.000021278749,0.00019262453,0.00013743289,0.0005524208],"category_scores_gemma":[0.000050069004,0.00020742393,0.00014734958,0.00015377892,0.00012824604,0.0001943754,0.000034196557,0.00019901332,0.000010541943],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010571979,2.5487756e-8,0.039664034,0.00024947195,0.000036775928,9.669338e-7,0.00013992855,0.000038831382,0.95794505,0.00008665699,0.00009551158,0.0016370444],"study_design_scores_gemma":[0.0024927536,0.00021415274,0.02640353,0.00014930105,0.000072449475,0.00001819928,0.00005643787,0.026589548,0.9433367,0.00006460029,0.00018129291,0.00042101642],"about_ca_topic_score_codex":0.00006586192,"about_ca_topic_score_gemma":0.000003680395,"teacher_disagreement_score":0.026550718,"about_ca_system_score_codex":0.000050176903,"about_ca_system_score_gemma":0.00002866202,"threshold_uncertainty_score":0.8458502},"labels":[],"label_agreement":null},{"id":"W3058609855","doi":"10.1002/suco.202000033","title":"Structural performance assessment of a 60‐year‐old reinforced concrete bent cap","year":2020,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Texas Department of Transportation","keywords":"Structural engineering; Cracking; Bent molecular geometry; Shear (geology); Finite element method; Reinforced concrete; Engineering; Bridge (graph theory); Geotechnical engineering; Geology; Computer science; Materials science; Composite material","score_opus":0.01619400930669994,"score_gpt":0.24599955601276524,"score_spread":0.2298055467060653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3058609855","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945243,0.0001533901,0.000074509546,0.00013321769,0.00093902653,0.00071092596,0.0002093908,0.0006984249,0.0025567964],"genre_scores_gemma":[0.9938252,0.000049190858,0.0050310115,0.0002648574,0.0003351856,0.000027059441,0.0001772232,0.00011727326,0.00017302482],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9964494,0.000055946442,0.001101816,0.00058858027,0.0008682556,0.000935985],"domain_scores_gemma":[0.9981317,0.00009280261,0.00030971356,0.0006779767,0.00023702705,0.00055079325],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00011167917,0.000780086,0.0009959287,0.00013948446,0.00018077344,0.00011232992,0.0008628065,0.00029188505,0.001033228],"category_scores_gemma":[0.00007029921,0.0007163836,0.0003466813,0.00050004135,0.00030911836,0.0007173531,0.00022038007,0.0008546366,0.00003306431],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023947978,4.2846864e-9,0.007042051,0.0008395023,0.00041446585,0.000065722146,0.0016988177,0.011714019,0.9690468,0.00579615,0.00061084947,0.0025321748],"study_design_scores_gemma":[0.0027392646,0.00057503046,0.013822585,0.00011083214,0.0001891784,0.00008772349,0.00029863845,0.6359517,0.3441271,0.000026297266,0.0006591405,0.0014125259],"about_ca_topic_score_codex":0.00006151451,"about_ca_topic_score_gemma":4.9316156e-7,"teacher_disagreement_score":0.62491965,"about_ca_system_score_codex":0.00020806414,"about_ca_system_score_gemma":0.00011307646,"threshold_uncertainty_score":0.99987996},"labels":[],"label_agreement":null},{"id":"W3112321773","doi":"10.1002/suco.202000345","title":"Blind competition on the numerical simulation of steel‐fiber‐reinforced concrete beams failing in shear","year":2020,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fundação para a Ciência e a Tecnologia; Universitat Politècnica de Catalunya; Ministerio de Ciencia, Innovación y Universidades; Instituto Politécnico de Viseu; Universidade Estadual Paulista; Universidade de São Paulo; Tsinghua University; Universidad de Castilla-La Mancha; Universidade Estadual de Campinas; Hokkaido University; Technische Universität München; Tongji University; Lebanese American University; KU Leuven; Universidade do Minho; Agencia Estatal de Investigación; University of Toronto; Chonnam National University; Universidad Politécnica de Madrid; Cairo University; Technische Universiteit Delft; Budapesti Műszaki és Gazdaságtudományi Egyetem; University of Pretoria; Shenzhen University; Universidade do Porto; TU Graz, Internationale Beziehungen und Mobilitätsprogramme","keywords":"Structural engineering; Serviceability (structure); Fiber-reinforced concrete; Reinforcement; Finite element method; Nonlinear system; Shear (geology); Ultimate load; Materials science; Reinforced concrete; Deflection (physics); Engineering; Composite material","score_opus":0.022406608652558745,"score_gpt":0.24923599226917648,"score_spread":0.22682938361661772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3112321773","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964719,0.00006066901,0.0005669339,0.00023886257,0.0002459563,0.0006416217,0.0000489738,0.00025489688,0.001470189],"genre_scores_gemma":[0.9986633,0.000006199169,0.00072175695,0.00027220824,0.00016273605,0.000014650814,0.00007211223,0.00005631398,0.000030743176],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979376,0.000081426006,0.00071457383,0.00032694553,0.00048962183,0.00044979827],"domain_scores_gemma":[0.99877757,0.00045308826,0.00015925804,0.00034456243,0.000096834396,0.00016869295],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00011870566,0.00039594,0.0005184611,0.00010610578,0.000092032664,0.000063544336,0.0003938856,0.00018927947,0.00072637334],"category_scores_gemma":[0.00017833574,0.00031458304,0.00017784945,0.0004891459,0.00015218426,0.00030496117,0.0000687321,0.0006215833,0.00006804806],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048108693,5.98017e-9,0.00013463081,0.00011904598,0.00007513573,0.000017345848,0.0015452919,0.7616974,0.22884318,0.0051838397,0.000029759787,0.0018732658],"study_design_scores_gemma":[0.001419852,0.0002248189,0.0005077095,0.00007799767,0.000035773286,0.0000067690526,0.00026920147,0.8564009,0.1402101,0.000039601557,0.0003773361,0.00042994975],"about_ca_topic_score_codex":0.00004002204,"about_ca_topic_score_gemma":1.8967827e-7,"teacher_disagreement_score":0.09470349,"about_ca_system_score_codex":0.00011093332,"about_ca_system_score_gemma":0.00003080869,"threshold_uncertainty_score":0.9999306},"labels":[],"label_agreement":null},{"id":"W3177317349","doi":"10.1002/suco.202100105","title":"Anchorage and lap capacity of square twisted reinforcement for assessment of existing structures","year":2021,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Structural engineering; Engineering; Reinforcement; Square (algebra); Parallels; Bond; Reliability (semiconductor); Precast concrete; Bar (unit); Mathematics; Mechanical engineering; Geology; Geometry","score_opus":0.050537885529158014,"score_gpt":0.30941815095670955,"score_spread":0.25888026542755155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3177317349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955974,0.0003484503,0.0016587216,0.000009829872,0.00042290258,0.00041327262,0.0002361283,0.00010260334,0.0012106451],"genre_scores_gemma":[0.9726078,0.000018468065,0.02708609,0.000015891079,0.00006632401,0.000017264947,0.00011171687,0.000036590543,0.000039890187],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99838597,0.000030942494,0.0006441789,0.000277482,0.00030895817,0.00035246034],"domain_scores_gemma":[0.998821,0.0001483981,0.00021425942,0.00036838517,0.00033360452,0.00011432199],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009531375,0.00031106512,0.00057891617,0.000085065454,0.00007672343,0.000034390432,0.00017500015,0.00013959967,0.00010216923],"category_scores_gemma":[0.00010414855,0.0002959217,0.0001549329,0.0001867354,0.00016620214,0.00017832611,0.00008380758,0.00020761233,1.3342076e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003017253,1.5198811e-8,0.0023773846,0.0010484,0.00019901764,0.0000072872717,0.00038728514,0.0016498192,0.97464705,0.016581835,0.000025034478,0.0030467212],"study_design_scores_gemma":[0.001505774,0.00017232027,0.012452262,0.00013651911,0.00015555914,0.00006456072,0.00046019963,0.04124653,0.94195575,0.001110005,0.00024064249,0.0004998977],"about_ca_topic_score_codex":0.000048018115,"about_ca_topic_score_gemma":0.0000029735718,"teacher_disagreement_score":0.03959671,"about_ca_system_score_codex":0.00008344574,"about_ca_system_score_gemma":0.000060487026,"threshold_uncertainty_score":0.9999493},"labels":[],"label_agreement":null},{"id":"W3185409764","doi":"10.1002/suco.202000832","title":"Evolution of thermal parameters of wet‐screened dam concrete after different freeze–thaw deterioration","year":2021,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Materials science; Thermal conductivity; Thermal; Air entrainment; Mortar; Aggregate (composite); Cement; Arch dam; Finite element method; Heat transfer; Composite material; Structural engineering; Mechanics; Engineering; Thermodynamics","score_opus":0.010493735350750556,"score_gpt":0.20457319161126883,"score_spread":0.19407945626051828,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3185409764","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972072,0.0014417091,0.00018211335,0.000021185768,0.00047045512,0.00021378613,0.0001856318,0.00008897702,0.00018894102],"genre_scores_gemma":[0.9984652,0.000025150368,0.0012705673,0.000014345572,0.000065575055,0.000023863631,0.000051857827,0.000037471957,0.000045993103],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99857104,0.00007727856,0.0005334972,0.00024814653,0.0002697752,0.0003002804],"domain_scores_gemma":[0.9991848,0.00004357205,0.00011901778,0.00038737812,0.00017808647,0.00008714349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000058106365,0.00027223286,0.00045983368,0.0000636183,0.00003891318,0.000031197935,0.00016351885,0.00014041438,0.00045741498],"category_scores_gemma":[0.000027135275,0.00022737746,0.00020098292,0.0001496913,0.00014321563,0.00020270803,0.00008629377,0.00017297077,0.0000034489935],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001218568,8.50618e-8,0.015325448,0.00012283091,0.00006389925,0.0000092514065,0.00019480987,0.00007202896,0.98135746,0.000049040063,0.000012450514,0.0026708615],"study_design_scores_gemma":[0.0007793491,0.00018006196,0.11365588,0.00010763533,0.00013952379,0.0000151195845,0.00027036964,0.00783615,0.8765698,0.00004066196,0.000049709244,0.00035573132],"about_ca_topic_score_codex":0.00022375834,"about_ca_topic_score_gemma":0.000047699414,"teacher_disagreement_score":0.10478763,"about_ca_system_score_codex":0.00007907632,"about_ca_system_score_gemma":0.000038319442,"threshold_uncertainty_score":0.9272184},"labels":[],"label_agreement":null},{"id":"W3200405470","doi":"10.1002/suco.202100444","title":"Concrete plasticity—A historical perspective","year":2021,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Plasticity; Shear (geology); Structural engineering; Punching; Slab; Limit analysis; Engineering; Geology; Materials science; Mechanical engineering; Composite material; Finite element method","score_opus":0.01195970374157692,"score_gpt":0.23262914437072643,"score_spread":0.2206694406291495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3200405470","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9806054,0.0016298147,0.00032300263,0.00019232888,0.0023735738,0.00019725651,0.00006546003,0.0010179143,0.013595251],"genre_scores_gemma":[0.9944846,0.00004071431,0.0035583498,0.00014813608,0.00044655637,0.000016024416,0.000036576515,0.00008546055,0.0011835867],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978382,0.000053207255,0.00044262578,0.00050942856,0.00045242053,0.0007041147],"domain_scores_gemma":[0.99867094,0.0001637278,0.00006834773,0.00040474266,0.00036869553,0.00032355514],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000043236872,0.00048172526,0.0005558676,0.000103912156,0.0001677348,0.00011420147,0.00033950005,0.00023895725,0.0011181912],"category_scores_gemma":[0.00021773763,0.0004796657,0.00025914854,0.00039437928,0.00012405645,0.0003366864,0.000112819995,0.00062469894,0.00010922526],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005504616,4.844431e-9,0.00041980005,0.00006230791,0.00022768922,0.00054666214,0.0007715222,0.00014140776,0.97553414,0.01809547,0.0028775004,0.001268434],"study_design_scores_gemma":[0.002688927,0.0002071565,0.0032610437,0.00008503771,0.00033016066,0.0015490031,0.0012517435,0.016777825,0.944543,0.0022879667,0.024486545,0.0025315718],"about_ca_topic_score_codex":0.00011346246,"about_ca_topic_score_gemma":0.000003208977,"teacher_disagreement_score":0.030991137,"about_ca_system_score_codex":0.0014603703,"about_ca_system_score_gemma":0.00011229073,"threshold_uncertainty_score":0.9997949},"labels":[],"label_agreement":null},{"id":"W3211654611","doi":"10.1002/suco.202100071","title":"A study of variables that affect the process of sulfate attack of cement‐based materials subjected to stray current","year":2021,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Smart Materials for Construction","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hudbay Minerals (Canada); University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Sulfate; Cement; Durability; Stray voltage; Ettringite; Current (fluid); Gypsum; Materials science; Compressive strength; Microstructure; Composite material; Forensic engineering; Metallurgy; Engineering; Portland cement; Corrosion","score_opus":0.02659271689381604,"score_gpt":0.29472894975907193,"score_spread":0.2681362328652559,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3211654611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982658,0.000018766617,0.000010297455,0.000022859396,0.0006679843,0.000780744,0.00016378517,0.000017025375,0.000052737643],"genre_scores_gemma":[0.9997164,0.0000016407316,0.00017660065,0.000009568935,0.000026680711,0.000024672907,0.000025957243,0.0000138490395,0.0000046072905],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982019,0.0003010868,0.00048045555,0.00030900945,0.00048619948,0.00022132136],"domain_scores_gemma":[0.99899554,0.00008129623,0.0003978796,0.00040402898,0.00006993369,0.000051324932],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00028702,0.00018580283,0.00040426728,0.0000376437,0.00006726378,0.000025040426,0.00030243545,0.000041861058,0.0014783354],"category_scores_gemma":[0.000086700835,0.00013037516,0.000054172244,0.0003648273,0.00019858581,0.00012593417,0.0001775539,0.000057395813,0.000005361645],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016400473,0.000003278492,0.10295051,0.000113214825,0.000038957645,0.0000017594615,0.0008471517,0.0001620883,0.8955282,0.000018662638,0.000018134626,0.00015405403],"study_design_scores_gemma":[0.000688336,0.00023687404,0.16949806,0.00004897204,0.00006620778,0.0000056653244,0.0008399234,0.000020052052,0.8284133,0.00005255709,0.00001481792,0.00011525038],"about_ca_topic_score_codex":0.00050408917,"about_ca_topic_score_gemma":0.00012547254,"teacher_disagreement_score":0.0671149,"about_ca_system_score_codex":0.00004433991,"about_ca_system_score_gemma":0.000044182278,"threshold_uncertainty_score":0.9994345},"labels":[],"label_agreement":null},{"id":"W4210245075","doi":"10.1002/suco.202100254","title":"Nonlinear finite element modeling of the impact of reinforcement corrosion on bridge piers under concentric loads","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"National Research Council Canada","keywords":"Corrosion; Spall; Materials science; Structural engineering; Cracking; Finite element method; Serviceability (structure); Pier; Ductility (Earth science); Concrete cover; Reinforcement; Composite material; Engineering; Creep","score_opus":0.01925220443330886,"score_gpt":0.2561632994568665,"score_spread":0.23691109502355764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210245075","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969707,0.000120925884,0.0012806549,0.000026879732,0.0005362573,0.00039322535,0.00020210394,0.00005238063,0.00041684552],"genre_scores_gemma":[0.9997333,0.000016437058,0.000051236188,0.00006575448,0.000028096867,0.000010343807,0.00004298988,0.000020814101,0.000031024447],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985041,0.00007813177,0.0005060022,0.00019018997,0.00044761787,0.0002739299],"domain_scores_gemma":[0.9991588,0.00009236065,0.00013655773,0.0004557026,0.000079006175,0.000077555895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018072993,0.00020723876,0.0002923303,0.000057251847,0.0001456721,0.000010663804,0.0003091401,0.00004087328,0.00076700957],"category_scores_gemma":[0.0000461561,0.00014847022,0.00029094119,0.00032086959,0.000070779315,0.000054084576,0.00020326793,0.00030834044,0.0000016541021],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001405184,3.2515018e-7,0.0013578134,0.000032488515,0.000022145354,6.016753e-7,0.00032036612,0.9509733,0.046601854,0.00016626983,0.000116172254,0.00026818953],"study_design_scores_gemma":[0.00077827374,0.00029390093,0.0012747181,0.000023142891,0.00002203779,0.0000031168454,0.00015874757,0.97919255,0.017951045,0.00006956194,0.00006309993,0.00016979843],"about_ca_topic_score_codex":0.00018404837,"about_ca_topic_score_gemma":0.0000018709826,"teacher_disagreement_score":0.02865081,"about_ca_system_score_codex":0.00037114738,"about_ca_system_score_gemma":0.000080555474,"threshold_uncertainty_score":0.8398217},"labels":[],"label_agreement":null},{"id":"W4210333937","doi":"10.1002/suco.202100265","title":"Transfer length of corroded wires in prestressed concrete members","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Consejo Superior de Investigaciones Científicas; European Commission","keywords":"Corrosion; Prestressed concrete; Bond; Structural engineering; Materials science; Transfer (computing); Bond length; Action (physics); Composite number; Composite material; Forensic engineering; Engineering; Computer science; Physics; Chemistry; Crystallography","score_opus":0.009246772734155745,"score_gpt":0.20924835519574345,"score_spread":0.2000015824615877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210333937","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960948,0.00050173304,0.000014170775,0.00006308456,0.00067793246,0.00036854684,0.00021494976,0.00020878774,0.0018559507],"genre_scores_gemma":[0.99956465,0.000025807774,0.00009353792,0.00008144542,0.000029106952,0.000047224577,0.00004770402,0.00003722824,0.00007329106],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99829376,0.0001554097,0.00051999645,0.00030819955,0.00035498143,0.00036766936],"domain_scores_gemma":[0.9992852,0.000138549,0.000038047303,0.00038847505,0.000040911782,0.00010880042],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00019969714,0.00025337862,0.00043855316,0.00012595518,0.00009368429,0.000016765034,0.0002855041,0.00007118159,0.0023618618],"category_scores_gemma":[0.000051755113,0.0002589608,0.00014357534,0.0003527342,0.00013619324,0.00017855874,0.00009016106,0.00044921343,0.000002530439],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004481173,2.2114016e-7,0.0057415515,0.0002895379,0.00006274252,0.00006016967,0.003383493,0.009896169,0.9750809,0.0021049846,0.0006809807,0.0022511373],"study_design_scores_gemma":[0.0098383995,0.00076611334,0.020316422,0.00011872367,0.00014593643,0.00013775789,0.0044651716,0.44011202,0.50583625,0.0006787936,0.015159929,0.0024245232],"about_ca_topic_score_codex":0.00023959261,"about_ca_topic_score_gemma":0.000039152605,"teacher_disagreement_score":0.4692447,"about_ca_system_score_codex":0.00012195196,"about_ca_system_score_gemma":0.00004963022,"threshold_uncertainty_score":0.9999863},"labels":[],"label_agreement":null},{"id":"W4210534026","doi":"10.1002/suco.202100692","title":"Finite element analysis of punching shear behavior of reinforced concrete slabs supported on walls","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Blackberry (Canada); University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo; Government of Ontario","keywords":"Slab; Structural engineering; Finite element method; Punching; Shear wall; Stiffness; Shear (geology); Concentric; Geotechnical engineering; Geology; Materials science; Engineering; Composite material; Geometry","score_opus":0.009854754276187616,"score_gpt":0.24391170569865295,"score_spread":0.23405695142246533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210534026","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99733865,0.000069027126,0.00008185019,0.000018810455,0.00042093775,0.00041819384,0.0008256552,0.00015179112,0.0006750772],"genre_scores_gemma":[0.99853474,0.0000062876566,0.0005852501,0.000057054203,0.00002633027,0.0000454726,0.00041410854,0.00004867092,0.00028206618],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973387,0.0001428675,0.00092106906,0.00033659092,0.0007924661,0.00046832315],"domain_scores_gemma":[0.9984898,0.00035395083,0.00029621218,0.00062854216,0.00010518493,0.00012630332],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00030365077,0.00035799967,0.00081973005,0.00065825327,0.00012829152,0.000020455884,0.00048525218,0.000086327775,0.0037041057],"category_scores_gemma":[0.00012743655,0.00034304714,0.0004109702,0.0011771234,0.00011064046,0.00012384703,0.00017804041,0.00044595232,0.0000037402808],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054107304,7.2234535e-8,0.0022086762,0.00009554473,0.0021481083,0.000056898476,0.001515525,0.20711839,0.7824151,0.0017544851,0.00006931748,0.0020768002],"study_design_scores_gemma":[0.0014759484,0.0005744204,0.015103563,0.000022923048,0.0016482193,0.000019274179,0.0004248698,0.813928,0.16568053,0.000038225444,0.00041323292,0.0006707988],"about_ca_topic_score_codex":0.00019036916,"about_ca_topic_score_gemma":0.000004163205,"teacher_disagreement_score":0.61673456,"about_ca_system_score_codex":0.00027386483,"about_ca_system_score_gemma":0.00006135434,"threshold_uncertainty_score":0.9999021},"labels":[],"label_agreement":null},{"id":"W4213319345","doi":"10.1002/suco.202100214","title":"Self‐healing of engineered cementitious composites under reversed and sustained loading conditions","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Ocean Frontier Institute","keywords":"Materials science; Flexural strength; Self-healing; Composite material; Three point flexural test; Bending; Tap water; Environmental science","score_opus":0.006061376352754539,"score_gpt":0.22462348913105745,"score_spread":0.21856211277830292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4213319345","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981708,0.000024620318,0.00026119887,0.00017711149,0.00018929012,0.00026063214,0.00020339618,0.00006201327,0.0006509675],"genre_scores_gemma":[0.9905867,0.0000028527068,0.009131672,0.0000954081,0.000018538243,0.0000231353,0.000059232334,0.000009527613,0.00007293662],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992047,0.00006669313,0.00023263472,0.00020124219,0.00014482794,0.00014992608],"domain_scores_gemma":[0.999599,0.000070025046,0.000120260695,0.0001521963,0.000014347654,0.00004416959],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00011716045,0.00009552096,0.00013512332,0.00004362516,0.00042869544,0.000024728282,0.00012831551,0.000021953305,0.0065864115],"category_scores_gemma":[0.000014177241,0.00010486243,0.000027880387,0.00018036777,0.00019527809,0.00010746255,0.00023499948,0.00008043622,0.000008315943],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009911238,2.5412024e-7,0.0008254635,0.00002050097,0.00001751759,8.500108e-7,0.00023173766,0.0003896708,0.9898933,0.008276968,0.00030815756,0.000025657362],"study_design_scores_gemma":[0.005042279,0.0004798235,0.0107448865,0.000049672926,0.00041470485,0.0011734283,0.009892479,0.01695078,0.89529014,0.036551144,0.021415908,0.001994778],"about_ca_topic_score_codex":0.000097251934,"about_ca_topic_score_gemma":0.0000022922231,"teacher_disagreement_score":0.094603196,"about_ca_system_score_codex":0.00015095352,"about_ca_system_score_gemma":0.000010796015,"threshold_uncertainty_score":0.9943217},"labels":[],"label_agreement":null},{"id":"W4223469120","doi":"10.1002/suco.202100730","title":"Assessing beam shear behavior with distributed longitudinal strains","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto; Hudbay Minerals (Canada); Queen's University","funders":"Canada Foundation for Innovation; Transport Canada; Government of Ontario","keywords":"Cracking; Structural engineering; Reinforcement; Shear (geology); Statics; Beam (structure); Stiffness; Shrinkage; Materials science; Young's modulus; Geotechnical engineering; Composite material; Geology; Engineering; Physics","score_opus":0.019429214705118898,"score_gpt":0.25874938501947486,"score_spread":0.23932017031435596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4223469120","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962869,0.00013613005,0.00045355246,0.000027542732,0.0007319715,0.00045376163,0.000484667,0.0008683551,0.0005571085],"genre_scores_gemma":[0.9969275,0.000002124102,0.0021050207,0.000033810884,0.00012864152,0.00013431361,0.0005181162,0.00009566798,0.00005477593],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99768066,0.000045036777,0.00039081508,0.00044160464,0.00069081347,0.0007510734],"domain_scores_gemma":[0.9990695,0.000041696225,0.00010004776,0.00047919445,0.00007781545,0.00023175242],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0000952558,0.00047190866,0.00041763406,0.00013363597,0.0006040793,0.00026794677,0.00050012383,0.000085542495,0.0014257635],"category_scores_gemma":[0.000013135863,0.00043372097,0.000141251,0.0004874403,0.00017536442,0.0006891044,0.00017517878,0.00085135095,0.000009473099],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029640834,2.3319815e-7,0.076930024,0.00024399924,0.00075231487,0.0025977166,0.0013015077,0.04311352,0.8439688,0.0026003926,0.0011882682,0.027006797],"study_design_scores_gemma":[0.008085836,0.0019183758,0.6785748,0.000121938916,0.0014987343,0.0077934572,0.0053206473,0.042742413,0.24117321,0.00024696958,0.0056743254,0.0068492913],"about_ca_topic_score_codex":0.00006762073,"about_ca_topic_score_gemma":0.0000017019893,"teacher_disagreement_score":0.6027956,"about_ca_system_score_codex":0.00041619662,"about_ca_system_score_gemma":0.00007580657,"threshold_uncertainty_score":0.9998115},"labels":[],"label_agreement":null},{"id":"W4229365023","doi":"10.1002/suco.202100641","title":"Predicting axial load capacity of <scp>CFST</scp> columns using machine learning","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Structural engineering; Concentric; Buckling; Eccentricity (behavior); Eurocode; Engineering; Bending; Mathematics; Geometry","score_opus":0.013917896485230754,"score_gpt":0.21323679085511182,"score_spread":0.19931889436988107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4229365023","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99714345,0.00044248917,0.000045395605,0.000005377065,0.00075254636,0.00016333871,0.00014479176,0.00043124234,0.0008713597],"genre_scores_gemma":[0.99777347,0.0000055390465,0.0017176423,0.000014438214,0.00019841011,0.000008369917,0.000047429497,0.00006713485,0.00016758799],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9976864,0.00016625073,0.0005243754,0.00035820564,0.0007177133,0.00054705207],"domain_scores_gemma":[0.99901295,0.00021038638,0.00021429257,0.00031171797,0.00011651758,0.0001341163],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030000834,0.00032425218,0.00052396307,0.00017489748,0.00054974784,0.000056992303,0.0003852587,0.000091042246,0.0002563011],"category_scores_gemma":[0.00038908343,0.00035326977,0.00023350613,0.0006552955,0.00012248506,0.00018163874,0.0002780051,0.000997829,0.0000027871056],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010138643,1.2574883e-7,0.062138464,0.00009654536,0.0003073178,0.000014160861,0.0016863408,0.11089299,0.8245148,0.00010083821,0.000027395283,0.00021086735],"study_design_scores_gemma":[0.00065415853,0.0001051524,0.005659383,0.00002329904,0.00020034223,0.00014462513,0.0007169289,0.8418756,0.14951946,0.00017138306,0.00070071936,0.00022891686],"about_ca_topic_score_codex":0.0026912792,"about_ca_topic_score_gemma":0.00006843281,"teacher_disagreement_score":0.73098266,"about_ca_system_score_codex":0.00047647968,"about_ca_system_score_gemma":0.000054721593,"threshold_uncertainty_score":0.99989194},"labels":[],"label_agreement":null},{"id":"W4241548885","doi":"10.1002/suco.201490014","title":"<i>fib</i>‐news: Structural Concrete 3/2014","year":2014,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Acknowledgement; Engineering; Political science; State (computer science); Library science; Media studies; Forensic engineering; Sociology; Computer science; Computer security","score_opus":0.004645880956789167,"score_gpt":0.20360404442444974,"score_spread":0.19895816346766057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4241548885","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98162335,0.00048443713,0.008539103,0.0001458645,0.0018424031,0.00019714423,0.00005655157,0.0015820947,0.0055290405],"genre_scores_gemma":[0.99573517,0.000035754976,0.0029131256,0.0002667181,0.0005842622,0.000011345624,0.00012590676,0.000090689435,0.0002370437],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978751,0.00007497765,0.00055786717,0.00045068873,0.0003781634,0.00066321564],"domain_scores_gemma":[0.998811,0.000098887875,0.00009132827,0.000591132,0.000099082725,0.0003085451],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00011771594,0.0005447474,0.00058268907,0.00018277134,0.00019951804,0.00016634482,0.00042667345,0.0002054716,0.00092522963],"category_scores_gemma":[0.00008187821,0.0004775505,0.00027649276,0.0003535435,0.00015874597,0.00037579858,0.000058960388,0.00042931945,0.00016737904],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001777936,6.856899e-8,0.004836786,0.0008182875,0.0018967468,0.0000461882,0.0019410051,0.09825383,0.7433237,0.03613626,0.017872814,0.09469656],"study_design_scores_gemma":[0.0012960315,0.00010634751,0.0032652994,0.00004035257,0.00015786932,0.00010566536,0.00017500357,0.9027125,0.07334871,0.0014281792,0.015892198,0.0014718209],"about_ca_topic_score_codex":0.00014119214,"about_ca_topic_score_gemma":0.000013624341,"teacher_disagreement_score":0.8044587,"about_ca_system_score_codex":0.00009791794,"about_ca_system_score_gemma":0.000017085002,"threshold_uncertainty_score":0.9999881},"labels":[],"label_agreement":null},{"id":"W4284891411","doi":"10.1002/suco.202200257","title":"Effect of different exposure conditions on the self‐healing capacity of engineered cementitious composites with crystalline admixture","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Ocean Frontier Institute","keywords":"Materials science; Composite material; Self-healing; Cementitious; Stiffness; Microstructure; Seawater; Flexural strength; Digital image correlation; Brucite; Cement; Metallurgy; Geology","score_opus":0.005146130589320704,"score_gpt":0.2068695450096478,"score_spread":0.2017234144203271,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4284891411","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983088,0.000006872955,0.00004959441,0.00011609476,0.00009548046,0.00058149756,0.00059671514,0.00003598599,0.00020896702],"genre_scores_gemma":[0.99915916,0.0000013111717,0.0005818398,0.000051368366,0.000020676032,0.00007451813,0.000082778286,0.000010996018,0.000017347124],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99890095,0.00023160757,0.00026011013,0.0001911724,0.00028021884,0.00013593653],"domain_scores_gemma":[0.99924487,0.00020218006,0.00021540608,0.00028661263,0.00001649907,0.000034444023],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00016901629,0.00014903765,0.00022237528,0.000028528371,0.0002897811,0.000012724238,0.00024892614,0.000026697975,0.0051084445],"category_scores_gemma":[0.0000139932545,0.00009324941,0.00005500668,0.00016669679,0.00024143579,0.00003965842,0.00012680175,0.00015042568,0.0000033536865],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000823631,0.0000010577826,0.0021875368,0.000032933996,0.00004250032,4.804476e-7,0.00016723941,0.001591423,0.99355894,0.0021708743,0.00013365419,0.00003099825],"study_design_scores_gemma":[0.0007654011,0.0010986399,0.0035945647,0.00002038328,0.00008606568,0.00006283141,0.0000762988,0.00046359075,0.99286216,0.0004429703,0.0003452588,0.00018181978],"about_ca_topic_score_codex":0.000060540857,"about_ca_topic_score_gemma":0.0000060305492,"teacher_disagreement_score":0.005105091,"about_ca_system_score_codex":0.00009382984,"about_ca_system_score_gemma":0.000007081167,"threshold_uncertainty_score":0.99580103},"labels":[],"label_agreement":null},{"id":"W4293061153","doi":"10.1002/suco.202100694","title":"Investigation on optimal lightweight expanded clay aggregate concrete at high temperature based on deep neural network","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Silica fume; Cement; Materials science; Aggregate (composite); Ultimate tensile strength; Compressive strength; Composite material; Volume (thermodynamics); Properties of concrete; Geotechnical engineering; Geology","score_opus":0.008047376826404525,"score_gpt":0.1941961953803641,"score_spread":0.18614881855395957,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293061153","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920898,0.00023639205,0.0000045498837,0.00038377842,0.0047038035,0.000851622,0.0002454636,0.00094963756,0.00053493906],"genre_scores_gemma":[0.994938,0.0000048579323,0.0008250666,0.0019192835,0.0010160771,0.00019594365,0.00077022606,0.0001781591,0.00015238201],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9964267,0.0005872702,0.0005840141,0.0007286382,0.0007658096,0.00090754195],"domain_scores_gemma":[0.9982809,0.00041466573,0.00020318368,0.0007335613,0.00006643107,0.00030128282],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00035786742,0.0007390607,0.00070035073,0.0001699787,0.000768428,0.00020183936,0.0005304668,0.00024524893,0.0017431468],"category_scores_gemma":[0.00007463937,0.0006860716,0.00020070413,0.00045776516,0.00014775422,0.00021494814,0.0001928087,0.00086013495,0.000072117706],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010251367,7.82991e-8,0.00020700578,0.000109087676,0.0001200074,0.00023009608,0.00024953435,0.2918006,0.69951785,0.0007017921,0.005669551,0.00036928713],"study_design_scores_gemma":[0.0025022987,0.0010791775,0.0005149897,0.0000826238,0.00007326105,0.00007434515,0.000018570294,0.4293088,0.5630062,0.00013088006,0.0020342567,0.0011745617],"about_ca_topic_score_codex":0.000028641252,"about_ca_topic_score_gemma":0.0000026132711,"teacher_disagreement_score":0.13750823,"about_ca_system_score_codex":0.00057189004,"about_ca_system_score_gemma":0.000042905518,"threshold_uncertainty_score":0.99955904},"labels":[],"label_agreement":null},{"id":"W4293826026","doi":"10.1002/suco.202200226","title":"Experimental and numerical investigations of the effectiveness of engineered cementitious composites and stainless steel plates in shear strengthening of reinforced concrete beams","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Materials science; Structural engineering; Shear (geology); Beam (structure); Reinforced concrete; Composite material; Finite element method; Composite number; Engineering","score_opus":0.007028700906897943,"score_gpt":0.21627506232504948,"score_spread":0.20924636141815153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293826026","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984499,0.00059780985,0.00005509832,0.00000449676,0.00014429416,0.0004738108,0.00017115781,0.000037635997,0.00006575775],"genre_scores_gemma":[0.9988893,0.0000039350894,0.0009947155,0.000004714992,0.0000073254214,0.00003238568,0.000037608308,0.000025466354,0.0000044927633],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986509,0.00014900851,0.0005041783,0.00018316778,0.0002903708,0.00022236309],"domain_scores_gemma":[0.99914014,0.0003746045,0.00015685851,0.00021421503,0.000048693437,0.000065459615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001680607,0.00022583404,0.00047124183,0.00012738684,0.00009574887,0.000013928367,0.00021466559,0.000057596542,0.000035296798],"category_scores_gemma":[0.000048135065,0.00020051967,0.00007265603,0.00029059732,0.00034141075,0.00015149871,0.00022802621,0.0002639081,4.3642792e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009207671,1.449364e-8,0.003792623,0.00020503091,0.000057795132,0.000001638939,0.0010367291,0.01295164,0.9792479,0.0025706792,7.8138027e-7,0.000043082393],"study_design_scores_gemma":[0.0013053367,0.00019660502,0.012635366,0.000101874764,0.00003977154,0.000027234359,0.0010486932,0.05713305,0.9272454,0.000056745583,0.0000033629897,0.00020659262],"about_ca_topic_score_codex":0.00019717628,"about_ca_topic_score_gemma":1.608384e-7,"teacher_disagreement_score":0.05200254,"about_ca_system_score_codex":0.00007820379,"about_ca_system_score_gemma":0.000029260766,"threshold_uncertainty_score":0.8176955},"labels":[],"label_agreement":null},{"id":"W4296959674","doi":"10.1002/suco.202200305","title":"Blast performance and analysis of reinforced concrete beams subjected to corrosion of the longitudinal reinforcement","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Materials science; Brittleness; Reinforcement; Structural engineering; Ductility (Earth science); Cracking; Flexural strength; Bending; Failure mode and effects analysis; Composite material; Creep; Engineering","score_opus":0.009016483076623805,"score_gpt":0.21148627165500755,"score_spread":0.20246978857838374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296959674","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998434,0.00006116529,0.000182346,0.000027190728,0.0003386183,0.0003681517,0.00013147145,0.00006046169,0.0003965954],"genre_scores_gemma":[0.999576,0.000012433123,0.0001128218,0.000055479144,0.000011981211,0.000020088744,0.000045708926,0.0000145429085,0.00015098264],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984803,0.000059099057,0.0005449597,0.00023306496,0.00043451952,0.00024802264],"domain_scores_gemma":[0.999038,0.000089888505,0.00015321311,0.0004996831,0.00011550459,0.000103719205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022005056,0.00020092947,0.00046204415,0.00018797007,0.000201648,0.000014797444,0.00031249857,0.000043969903,0.00058021635],"category_scores_gemma":[0.00006464327,0.00015856876,0.00018387119,0.0012327058,0.00013999378,0.000090236776,0.00037090655,0.00022741775,7.518974e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039214132,4.037534e-8,0.045377612,0.0001694102,0.00020637365,0.0000011281493,0.0017357677,0.06503115,0.88583195,0.00044703746,0.000150654,0.0006567185],"study_design_scores_gemma":[0.0008267555,0.00041035545,0.1406856,0.000036919813,0.0004902207,0.000012379813,0.00042027858,0.59964466,0.256654,0.000004322041,0.00042389828,0.00039063246],"about_ca_topic_score_codex":0.00008270028,"about_ca_topic_score_gemma":0.00000619652,"teacher_disagreement_score":0.629178,"about_ca_system_score_codex":0.00009901337,"about_ca_system_score_gemma":0.00003180857,"threshold_uncertainty_score":0.6466246},"labels":[],"label_agreement":null},{"id":"W4306412148","doi":"10.1002/suco.202200333","title":"Experimental investigation of pre‐damaged circular <scp>RC</scp> columns strengthened with <scp>fabric‐reinforced</scp> cementitious matrix (<scp>FRCM</scp>)","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"American University of Sharjah","keywords":"Materials science; Ductility (Earth science); Structural engineering; Composite material; Cementitious; Reinforced concrete; Compression (physics); Matrix (chemical analysis); Cement; Engineering; Creep","score_opus":0.008370491723599932,"score_gpt":0.21844924957294962,"score_spread":0.21007875784934968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4306412148","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99175316,0.0010803889,0.00024625746,0.0000087481585,0.0011624846,0.0017725101,0.0005758562,0.0010490803,0.002351489],"genre_scores_gemma":[0.993333,0.000023313214,0.0023840466,0.00010689501,0.00023254294,0.00034234332,0.0010240582,0.00027106664,0.0022827396],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9940843,0.00025638074,0.0013709475,0.0009790269,0.0017815069,0.001527813],"domain_scores_gemma":[0.99654436,0.00063333963,0.0007437064,0.0011774701,0.00029045428,0.0006106497],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003186319,0.0011623611,0.0011468772,0.00054940296,0.0007662418,0.00029162838,0.0012547269,0.0003302198,0.00020280504],"category_scores_gemma":[0.00030416384,0.0012321391,0.00043800657,0.0012117813,0.00055445026,0.0010390425,0.0005210365,0.0012091027,0.000028268541],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022577357,2.4594044e-7,0.0020091413,0.00026186887,0.00054668233,0.000109150795,0.0071838275,0.0167508,0.96987003,0.0010950072,0.0020080556,0.00014260439],"study_design_scores_gemma":[0.0038691736,0.0010589088,0.0048673316,0.000088775654,0.00041975136,0.00036775076,0.009189544,0.024112264,0.95244455,0.00014233506,0.0030922708,0.00034734263],"about_ca_topic_score_codex":0.0003663282,"about_ca_topic_score_gemma":0.000004864835,"teacher_disagreement_score":0.017425487,"about_ca_system_score_codex":0.0007549013,"about_ca_system_score_gemma":0.00024071625,"threshold_uncertainty_score":0.9990128},"labels":[],"label_agreement":null},{"id":"W4308908014","doi":"10.1002/suco.202200624","title":"Experimental investigation of GFRP‐reinforced concrete columns made with waste aggregates under concentric and eccentric loads","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; University of British Columbia Hospital","funders":"","keywords":"Fibre-reinforced plastic; Concentric; Ductility (Earth science); Eccentricity (behavior); Materials science; Structural engineering; Ultimate tensile strength; Composite material; Eccentric; Reinforced concrete; Reinforcement; Corrosion; Engineering; Creep; Mathematics","score_opus":0.008846987063532262,"score_gpt":0.20783507603867837,"score_spread":0.1989880889751461,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308908014","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99595934,0.0020751667,0.000047222074,0.000033548524,0.00046262878,0.00070076145,0.00013642294,0.00029209183,0.0002928024],"genre_scores_gemma":[0.9985421,0.000033812186,0.00074151537,0.0001189768,0.000071457296,0.000067042325,0.0001509767,0.00007884922,0.00019527046],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99765825,0.0000848185,0.0005734182,0.00042079616,0.00064937223,0.0006133711],"domain_scores_gemma":[0.9988778,0.000114735514,0.00026794066,0.0003740893,0.00009367497,0.00027171514],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009317205,0.0004890265,0.00056260446,0.00018076865,0.000306631,0.00008104852,0.00036968032,0.000110768095,0.0005672414],"category_scores_gemma":[0.000014578356,0.00046927258,0.00010615331,0.0006221036,0.00047044898,0.00044489573,0.00022278595,0.00046322096,0.0000032789217],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021409417,6.067434e-9,0.0021516168,0.00008787,0.00016105159,0.000032732158,0.0012144591,0.0069321096,0.9870768,0.0018007121,0.000075876655,0.00025268135],"study_design_scores_gemma":[0.0030288792,0.000546118,0.0010215252,0.000043537173,0.00012403626,0.00033027216,0.0025126012,0.04544053,0.94596606,0.000048837734,0.0001477963,0.00078977336],"about_ca_topic_score_codex":0.00013291193,"about_ca_topic_score_gemma":4.997382e-7,"teacher_disagreement_score":0.041110698,"about_ca_system_score_codex":0.00032570882,"about_ca_system_score_gemma":0.00008687962,"threshold_uncertainty_score":0.9997759},"labels":[],"label_agreement":null},{"id":"W4323267938","doi":"10.1002/suco.202200370","title":"Nonlinear finite element modeling of bridge piers under the combined effect of corrosion, freeze–thaw cycles, and service load","year":2023,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Serviceability (structure); Corrosion; Durability; Service life; Structural engineering; Finite element method; Engineering; Frost (temperature); Nonlinear system; Forensic engineering; Geotechnical engineering; Materials science; Composite material; Reliability engineering","score_opus":0.014890065272518807,"score_gpt":0.2426583181260958,"score_spread":0.227768252853577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323267938","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979314,0.00023764824,0.00048594788,0.00017761155,0.00032941205,0.0003660269,0.00017043849,0.0001713344,0.00013016636],"genre_scores_gemma":[0.99961036,0.00006300642,0.000089178415,0.0000989345,0.000031270392,0.00000887611,0.000057458834,0.000027131808,0.000013786107],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986955,0.000088091525,0.00043008476,0.00021753345,0.00030295394,0.00026586666],"domain_scores_gemma":[0.99885833,0.00044000315,0.0000765877,0.0003949544,0.00014176831,0.00008835627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003993928,0.00022665372,0.0003825169,0.000055245204,0.000087153545,0.000019909974,0.0002232878,0.00008432242,0.000060373994],"category_scores_gemma":[0.0000897419,0.00015983607,0.0000943783,0.00038173585,0.00010236651,0.00007724806,0.00014750638,0.00020315325,0.0000062561726],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012474551,8.450429e-7,0.028294655,0.0031192189,0.00021533154,0.00001142216,0.00376439,0.22052395,0.736381,0.0007966142,0.0012095051,0.0044356068],"study_design_scores_gemma":[0.0011560788,0.00014759747,0.0060142227,0.00006909483,0.00005307699,0.0000030423544,0.00021538454,0.96016085,0.031753138,0.00019015373,0.000046850815,0.00019049908],"about_ca_topic_score_codex":0.00046911003,"about_ca_topic_score_gemma":0.00009003046,"teacher_disagreement_score":0.7396369,"about_ca_system_score_codex":0.000036843958,"about_ca_system_score_gemma":0.000030460515,"threshold_uncertainty_score":0.6517926},"labels":[],"label_agreement":null},{"id":"W4362608291","doi":"10.1002/suco.202200238","title":"Inversion model for mechanical status of longitudinal joints in shield tunnel","year":2023,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hudbay Minerals (Canada); University of Toronto","funders":"National Natural Science Foundation of China; Natural Science Foundation of Shanghai","keywords":"Shield; Structural engineering; Joint (building); Deformation (meteorology); Inversion (geology); Rotation (mathematics); Internal forces; Engineering; Geology; Computer science","score_opus":0.023932530064091444,"score_gpt":0.24699530379661228,"score_spread":0.22306277373252084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362608291","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99017376,0.0000696909,0.008667303,0.000035820885,0.00031985794,0.00017693457,0.00006429561,0.00035168178,0.00014065727],"genre_scores_gemma":[0.9973968,0.00003859917,0.0023927889,0.000010840911,0.000034272947,0.000012533484,0.000035530185,0.000026943486,0.000051670457],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998937,0.000007781912,0.00026944897,0.00017984222,0.00014711039,0.00045881676],"domain_scores_gemma":[0.99958956,0.00009123169,0.000024348605,0.00016640816,0.000026086007,0.00010234063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007939853,0.00016161839,0.0002584261,0.00014511673,0.000029879631,0.000012321578,0.0001371593,0.00014653105,0.000015585496],"category_scores_gemma":[0.00010557642,0.0001501796,0.000092910595,0.00026360273,0.000031231943,0.00008286771,0.00004526228,0.00020999878,0.0000026978205],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008826863,1.731138e-7,0.00028754177,0.0003867422,0.00005521792,0.000008264433,0.00032486103,0.8696601,0.116602995,0.009845996,0.00081503217,0.0019248265],"study_design_scores_gemma":[0.00052180584,0.000042227184,0.001832616,0.000030251327,0.000009770887,0.0000023968087,0.000037315313,0.97927403,0.0064471522,0.011572049,0.000054808675,0.00017557957],"about_ca_topic_score_codex":0.00003825207,"about_ca_topic_score_gemma":0.000022571176,"teacher_disagreement_score":0.11015584,"about_ca_system_score_codex":0.00005883258,"about_ca_system_score_gemma":0.000018244908,"threshold_uncertainty_score":0.61241466},"labels":[],"label_agreement":null},{"id":"W4362609832","doi":"10.1002/suco.202201111","title":"Evolution characteristics and mechanism of concrete performance under water pressure environment: A comprehensive review","year":2023,"lang":"en","type":"review","venue":"Structural Concrete","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Anhui University of Science and Technology","keywords":"Durability; Materials science; Water pressure; Pore water pressure; Service life; Deformation (meteorology); Composite material; Strength reduction; Geotechnical engineering; Properties of concrete; Cement; Structural engineering; Geology; Finite element method; Engineering","score_opus":0.037075738114429255,"score_gpt":0.27596671393500904,"score_spread":0.23889097582057978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362609832","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006484366,0.99108356,0.000012928233,0.0000065219097,0.00038288903,0.0012816389,0.00055915496,0.00013624782,0.000052688683],"genre_scores_gemma":[0.0046976125,0.9940897,0.000029697045,0.00001900595,0.00014986713,0.00010515382,0.0006421904,0.00011267496,0.00015409496],"study_design_codex":"systematic_review","study_design_gemma":"not_applicable","domain_scores_codex":[0.9976709,0.0001611882,0.0008709839,0.0003994529,0.0003823549,0.00051515194],"domain_scores_gemma":[0.9990993,0.00008509198,0.00018400405,0.00044959746,0.000062908206,0.00011906918],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00019632571,0.000568464,0.0019493916,0.00013173124,0.000085727406,0.00004421991,0.00030173486,0.0002812441,0.0005805614],"category_scores_gemma":[0.000011252411,0.00041204362,0.00021527187,0.00011308284,0.00013928417,0.00013158601,0.00029326722,0.00039971643,0.00013047116],"study_design_candidate":"systematic_review","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029266577,7.751434e-8,0.000002600128,0.8758703,0.0018630371,0.000025290956,0.00012559973,0.0000065408212,0.013471163,0.0009968807,0.00036325288,0.10724603],"study_design_scores_gemma":[0.0004940942,0.00019533382,0.000017748087,0.070878945,0.0027997044,0.0001089737,0.000018956349,0.002611845,0.0017498889,0.00012015103,0.9196286,0.001375719],"about_ca_topic_score_codex":0.000010005525,"about_ca_topic_score_gemma":8.310921e-8,"teacher_disagreement_score":0.9192654,"about_ca_system_score_codex":0.0000839099,"about_ca_system_score_gemma":0.00003691239,"threshold_uncertainty_score":0.99983317},"labels":[],"label_agreement":null},{"id":"W4387574269","doi":"10.1002/suco.202200465","title":"Shear bond between existing concrete and high‐strength fiber reinforced overlay: Influence of substrate strength and interface roughness","year":2023,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Serviceability (structure); Bond strength; Materials science; Overlay; Structural engineering; Composite material; Surface finish; Compressive strength; Substrate (aquarium); Bond; Engineering; Computer science; Layer (electronics); Geology; Adhesive","score_opus":0.015486971682072113,"score_gpt":0.2561935981827311,"score_spread":0.24070662650065897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387574269","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976062,0.00028420004,0.0000111508325,0.000032288797,0.00022732651,0.00038303842,0.00030276005,0.0006768794,0.00047614635],"genre_scores_gemma":[0.9975191,0.000089469766,0.0017516912,0.000013803988,0.00012036741,0.000013713875,0.000115064555,0.00009038949,0.00028642482],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9973562,0.000046557114,0.00083538826,0.0005489542,0.00042564166,0.0007873034],"domain_scores_gemma":[0.9983951,0.00043004984,0.00023799177,0.0004811107,0.00014241929,0.00031332826],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001804979,0.0006277691,0.00083550793,0.00022808669,0.0001742479,0.0001493309,0.0003565497,0.00029119462,0.00007781212],"category_scores_gemma":[0.00015020955,0.0006058428,0.00009822287,0.0005440534,0.00047451607,0.00073691335,0.0002625578,0.0005682156,0.000018895584],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023408809,1.327354e-8,0.0120234005,0.0015104157,0.000691042,0.00011706852,0.0032123693,0.007391028,0.9515499,0.0047160997,0.00031260238,0.018241974],"study_design_scores_gemma":[0.0030921209,0.00036225145,0.11699384,0.0005391628,0.00033100866,0.0001387043,0.00067210663,0.029817361,0.84509933,0.00036356592,0.00058343314,0.0020071403],"about_ca_topic_score_codex":0.0003189471,"about_ca_topic_score_gemma":0.0000014990843,"teacher_disagreement_score":0.106450595,"about_ca_system_score_codex":0.00007172751,"about_ca_system_score_gemma":0.000039246777,"threshold_uncertainty_score":0.9996393},"labels":[],"label_agreement":null},{"id":"W4389685498","doi":"10.1002/suco.202300266","title":"The<scp>General Crack Component Model</scp>for reversed cyclic shear","year":2023,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Monotonic function; Shear (geology); Structural engineering; Materials science; Hysteresis; Salient; Kinematics; Mechanics; Composite material; Engineering; Mathematics; Computer science; Mathematical analysis; Physics; Classical mechanics","score_opus":0.018304868274512654,"score_gpt":0.2523311548773762,"score_spread":0.2340262866028635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389685498","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940289,0.00021073662,0.0003021394,0.00012364889,0.0018300966,0.00075570145,0.00017582675,0.0014600088,0.0011129403],"genre_scores_gemma":[0.99213874,0.00010786879,0.0035110821,0.0001053402,0.00040382327,0.00011677123,0.0002227804,0.00013122807,0.003262353],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9975665,0.000034720637,0.00051682955,0.00039613972,0.0004279296,0.0010578508],"domain_scores_gemma":[0.99851996,0.00041643743,0.00009339912,0.00061072,0.000112991554,0.0002465135],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00018255351,0.00047377963,0.00041865918,0.00012502879,0.0005124874,0.00019195027,0.0006344618,0.00019979457,0.000019365956],"category_scores_gemma":[0.00014910192,0.00037354624,0.00030657963,0.00038900867,0.00018863313,0.0002706597,0.000120965,0.0003957841,0.00012639687],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043803175,1.2980404e-8,0.00025349966,0.00015588105,0.00029120134,0.0000341848,0.0008602871,0.07497376,0.86663115,0.009112885,0.042160083,0.005483272],"study_design_scores_gemma":[0.0010691629,0.000062686064,0.0015283306,0.000024590026,0.00007728055,0.00003366334,0.0001735062,0.8970844,0.079861805,0.0016175597,0.018161627,0.00030538347],"about_ca_topic_score_codex":0.000026712958,"about_ca_topic_score_gemma":0.0000016332262,"teacher_disagreement_score":0.82211065,"about_ca_system_score_codex":0.00015456868,"about_ca_system_score_gemma":0.000040189596,"threshold_uncertainty_score":0.9998717},"labels":[],"label_agreement":null},{"id":"W4391244113","doi":"10.1002/suco.202300738","title":"Design of <scp>UHPC</scp> prestressed girders for shear","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"Australian Research Council; University of New South Wales","keywords":"Girder; Structural engineering; Prestressed concrete; Engineering; Reliability (semiconductor); Bridge (graph theory); Reliability engineering","score_opus":0.017714224439787127,"score_gpt":0.24749313634255443,"score_spread":0.2297789119027673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391244113","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9715418,0.002969589,0.019721866,0.000028473836,0.002113128,0.0011896751,0.00019708504,0.0012679066,0.00097047165],"genre_scores_gemma":[0.9837494,0.00004611998,0.015392206,0.000020277836,0.00019217828,0.00006643766,0.000053242748,0.000110135894,0.00037001423],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983577,0.000028578896,0.0004422559,0.00034083964,0.00027824548,0.0005523877],"domain_scores_gemma":[0.9987555,0.00060476904,0.00005234297,0.00035060928,0.00009350865,0.0001432381],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000100691235,0.0003809219,0.0004087243,0.0001675352,0.00006692487,0.00011290599,0.00036737943,0.00019788637,0.00007303449],"category_scores_gemma":[0.00012395307,0.00034248957,0.00021086373,0.00027052703,0.00014200837,0.00033583186,0.00004173326,0.00027244628,0.000018015093],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028602508,7.939781e-9,0.000054250344,0.00085427746,0.00030192232,0.00002614664,0.0008137984,0.011771435,0.97229576,0.0023972215,0.004317825,0.0071387254],"study_design_scores_gemma":[0.0006215429,0.00018366722,0.0002043468,0.00014192342,0.00016192399,0.000044870525,0.00012459567,0.26077688,0.7325524,0.0009923425,0.0039432873,0.00025217014],"about_ca_topic_score_codex":0.000021045456,"about_ca_topic_score_gemma":1.9212231e-7,"teacher_disagreement_score":0.24900545,"about_ca_system_score_codex":0.00007720419,"about_ca_system_score_gemma":0.000065784276,"threshold_uncertainty_score":0.9999027},"labels":[],"label_agreement":null},{"id":"W4392104945","doi":"10.1002/suco.202300248","title":"Flexural behavior of beams strengthened with <scp>GFRP</scp> bars and high‐performance fiber‐reinforced concrete","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Graduate Research and Innovation Projects of Jiangsu Province; National Natural Science Foundation of China","keywords":"Flexural strength; Fibre-reinforced plastic; Materials science; Structural engineering; Composite material; Reinforced concrete; Engineering","score_opus":0.006572734712056687,"score_gpt":0.20985277234673372,"score_spread":0.20328003763467703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392104945","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995032,0.0011172956,0.0000444367,0.000011863044,0.0007619337,0.0006554544,0.00023836149,0.00096772076,0.0011709483],"genre_scores_gemma":[0.9944818,0.00011285484,0.0037560246,0.00002516266,0.00017180035,0.000068910085,0.00015774352,0.00015416321,0.0010715195],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99717027,0.000034719596,0.00074282824,0.00058055617,0.00060479203,0.0008668059],"domain_scores_gemma":[0.99853414,0.00027893053,0.00013264664,0.00057743624,0.00014641469,0.00033045706],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00011814296,0.0007798595,0.0007805022,0.00027356317,0.00014772925,0.00021929813,0.00046744355,0.00030485753,0.00024059963],"category_scores_gemma":[0.000040320305,0.00063235057,0.00015844851,0.00049028406,0.00051020994,0.00094415713,0.00013028583,0.0006622466,0.00003556506],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016927315,1.9387887e-8,0.0023735883,0.0018529108,0.0009270811,0.00030810837,0.0024528322,0.00479952,0.92726785,0.004948675,0.00037363623,0.05452653],"study_design_scores_gemma":[0.0019037845,0.00082703994,0.007561428,0.0004714723,0.000599537,0.00062608835,0.00032273386,0.077556506,0.90791273,0.00003328688,0.001364612,0.00082079304],"about_ca_topic_score_codex":0.00010799624,"about_ca_topic_score_gemma":7.192467e-7,"teacher_disagreement_score":0.07275698,"about_ca_system_score_codex":0.00012241522,"about_ca_system_score_gemma":0.000084067484,"threshold_uncertainty_score":0.9996128},"labels":[],"label_agreement":null},{"id":"W4393229209","doi":"10.1002/suco.202300556","title":"Influence of shear strengthening of reinforced normal concrete beams incorporating sustainable materials","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"King Saud University","keywords":"Reinforced concrete; Shear (geology); Structural engineering; Materials science; Engineering; Composite material","score_opus":0.005973725684635545,"score_gpt":0.22404377021786062,"score_spread":0.21807004453322507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393229209","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969332,0.00044810705,0.00010982437,0.000009200742,0.00043890145,0.0004303196,0.00014241238,0.00051544455,0.0009725561],"genre_scores_gemma":[0.9960435,0.000017927481,0.0033660005,0.000011553902,0.00012621203,0.000018213877,0.00006931088,0.000087217886,0.00026003143],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99723846,0.00004923808,0.00119687,0.00034556212,0.00048556857,0.0006843263],"domain_scores_gemma":[0.99863154,0.00019737774,0.00024942413,0.0004756031,0.0002925029,0.00015358313],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00028099937,0.0004794759,0.0007486897,0.00029158464,0.000097073724,0.00012644457,0.00048992154,0.0002369351,0.0002346671],"category_scores_gemma":[0.00015146857,0.0004455477,0.00017701465,0.000568005,0.00033865,0.0010721041,0.00018331716,0.00039045632,0.000009921245],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004914567,1.5007512e-9,0.000066780216,0.0010740678,0.00010887521,0.00005118743,0.00069255667,0.02075113,0.96313566,0.01365979,0.000018273395,0.0003925408],"study_design_scores_gemma":[0.00040768384,0.00015717659,0.00039644382,0.00036015277,0.00009486355,0.00007481993,0.00044311903,0.021095658,0.9761533,0.00020786768,0.00010335572,0.0005055389],"about_ca_topic_score_codex":0.00037265068,"about_ca_topic_score_gemma":1.9857536e-7,"teacher_disagreement_score":0.013451923,"about_ca_system_score_codex":0.00012881208,"about_ca_system_score_gemma":0.00012752338,"threshold_uncertainty_score":0.9997996},"labels":[],"label_agreement":null},{"id":"W4400476708","doi":"10.1002/suco.202400081","title":"Anchorage and lap capacity of plain surface and square twisted bars in existing R.C. Structures: A comprehensive approach","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Expression (computer science); Structural engineering; Engineering; Square (algebra); Reinforcement; Code (set theory); Test data; Computer science; Mathematics; Set (abstract data type); Geometry","score_opus":0.031127658741020386,"score_gpt":0.25868307035438043,"score_spread":0.22755541161336004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400476708","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9944243,0.0037478367,0.00009784894,0.000009334285,0.00031453653,0.00041566385,0.0001786619,0.00029330372,0.0005185143],"genre_scores_gemma":[0.99165493,0.00005583783,0.008106133,0.000012852785,0.000049351762,0.000006203723,0.000043871085,0.000054598047,0.00001623457],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99834526,0.00006193649,0.00046760164,0.00044650093,0.00024697432,0.00043173268],"domain_scores_gemma":[0.9992828,0.00020198028,0.00005872798,0.00024777607,0.00006196651,0.0001467718],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000082721934,0.00042069255,0.0005552834,0.00016961707,0.00006561691,0.00011943863,0.00016682243,0.0002042486,0.000024299196],"category_scores_gemma":[0.000038849,0.000385302,0.00007025941,0.00036133511,0.0003062672,0.00031238951,0.00009602976,0.0005541959,7.4579356e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013262605,3.6785593e-8,0.008201261,0.0048078354,0.00027528053,0.00018726631,0.009219092,0.0058739344,0.9481612,0.01083072,0.00006617099,0.0122445645],"study_design_scores_gemma":[0.0042738933,0.00036912836,0.08491671,0.0014186557,0.0003192646,0.0016101177,0.006445612,0.70578575,0.1863679,0.0044160956,0.0007348843,0.0033419793],"about_ca_topic_score_codex":0.0002569227,"about_ca_topic_score_gemma":0.0000056962194,"teacher_disagreement_score":0.7617933,"about_ca_system_score_codex":0.000090266665,"about_ca_system_score_gemma":0.000024336488,"threshold_uncertainty_score":0.99985987},"labels":[],"label_agreement":null},{"id":"W4400799557","doi":"10.1002/suco.202400063","title":"Revealing fundamental flexural behavior of reinforced concrete slabs using distributed fiber optic sensors","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Advanced Fiber Optic Sensors","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; ARUP Laboratories; Transport Canada","keywords":"Reinforcement; Materials science; Reinforced concrete; Cracking; Curvature; Structural engineering; Fiber-reinforced concrete; Neutral axis; Composite material; Flexural strength; STRIPS; Compression (physics); Beam (structure); Engineering; Geometry","score_opus":0.016901951813335453,"score_gpt":0.26736028637987086,"score_spread":0.25045833456653543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400799557","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99595237,0.0006818192,0.00026156436,0.00001268228,0.0011320502,0.00041792978,0.00053646154,0.0006606191,0.00034448877],"genre_scores_gemma":[0.9845497,0.000010593648,0.014527212,0.000010172986,0.00018445044,0.000010699403,0.0002059888,0.000114368384,0.00038679535],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979579,0.00003625484,0.00068091054,0.00037973683,0.00034495365,0.0006002742],"domain_scores_gemma":[0.9991301,0.00015178377,0.00008772717,0.00037435128,0.000086138454,0.00016990167],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000097362004,0.00043449653,0.0005065928,0.00014390644,0.00009813071,0.00009544612,0.00020973115,0.00018637082,0.00046010627],"category_scores_gemma":[0.00004962408,0.00042498636,0.0002098681,0.00041402553,0.00021746111,0.00041466366,0.00007607349,0.0004411898,0.000042120748],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052943455,1.730122e-8,0.000084923675,0.0004060027,0.00024209567,0.00025082356,0.0006357659,0.032133635,0.96428466,0.0012862784,0.00008391264,0.00053896254],"study_design_scores_gemma":[0.0006834062,0.00008654727,0.00013039488,0.00034334295,0.0002962335,0.00053290173,0.00040442316,0.73765296,0.2583256,0.00004073001,0.0006571512,0.00084631145],"about_ca_topic_score_codex":0.000041407235,"about_ca_topic_score_gemma":3.7997094e-7,"teacher_disagreement_score":0.705959,"about_ca_system_score_codex":0.00030933722,"about_ca_system_score_gemma":0.000038920076,"threshold_uncertainty_score":0.9998202},"labels":[],"label_agreement":null},{"id":"W4401134931","doi":"10.1002/suco.202400061","title":"Blind competition on the numerical simulation of slabs reinforced with conventional flexural reinforcement and fibers subjected to punching loading configuration","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Nuclear Fuel Cycle and Supply Chain; Fundação para a Ciência e a Tecnologia; Universitat Politècnica de Catalunya; Ministerio de Ciencia, Innovación y Universidades; Instituto Politécnico de Viseu; Universidade Estadual Paulista; Universidade de São Paulo; Tsinghua University; Universidad de Castilla-La Mancha; Universidade Estadual de Campinas; Hokkaido University; Technische Universität München; Tongji University; Lebanese American University; KU Leuven; Universidade do Minho; Agencia Estatal de Investigación; University of Toronto; Chonnam National University; Universidad Politécnica de Madrid; Cairo University; Technische Universiteit Delft; Budapesti Műszaki és Gazdaságtudományi Egyetem; University of Pretoria; Shenzhen University; Universidade do Porto; TU Graz, Internationale Beziehungen und Mobilitätsprogramme","keywords":"Reinforcement; Punching; Structural engineering; Flexural strength; Slab; Deflection (physics); Fiber-reinforced concrete; Finite element method; Ductility (Earth science); Materials science; Reinforced concrete; Composite material; Engineering; Creep","score_opus":0.014564374723841656,"score_gpt":0.25139316629455927,"score_spread":0.23682879157071762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401134931","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98507434,0.00004913885,0.01236274,0.00015928558,0.0003821557,0.0006611466,0.000026525777,0.00027340057,0.0010112522],"genre_scores_gemma":[0.9989299,0.0000033700444,0.00056932255,0.00008307816,0.00009381526,0.000023267647,0.00013765151,0.000035233086,0.00012433411],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99856776,0.000035238576,0.00042205822,0.00025711738,0.0004382495,0.0002795999],"domain_scores_gemma":[0.99919057,0.00030662614,0.0000752074,0.00020429588,0.000113886505,0.00010944145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011587302,0.00029235063,0.00025400112,0.00017042302,0.00014291579,0.00017038803,0.0001331164,0.00008990587,0.00029702706],"category_scores_gemma":[0.00004873656,0.00020248785,0.0000754734,0.00034092064,0.00010125024,0.00035585795,0.000029331111,0.0002946379,0.000014533231],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00062094565,1.1687947e-8,0.000053478212,0.00021599045,0.00022870113,0.000014721266,0.001397898,0.43809068,0.4990719,0.057935886,0.0000678916,0.002301897],"study_design_scores_gemma":[0.0006886561,0.00031471497,0.0004733334,0.000289058,0.00006902084,0.000032130505,0.00017530388,0.754017,0.24329422,0.00008850995,0.00021724508,0.0003408208],"about_ca_topic_score_codex":0.000031259035,"about_ca_topic_score_gemma":6.8486634e-7,"teacher_disagreement_score":0.3159263,"about_ca_system_score_codex":0.00013739061,"about_ca_system_score_gemma":0.00003407658,"threshold_uncertainty_score":0.82572144},"labels":[],"label_agreement":null},{"id":"W4401917792","doi":"10.1002/suco.202400654","title":"Performance of corroded <scp>RC</scp> beam–column joints repaired using a hybrid scheme with <scp>HSFRC</scp> and stirrups replacement","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Structural engineering; Beam (structure); Scheme (mathematics); Column (typography); Materials science; Composite material; Engineering; Mathematics; Connection (principal bundle)","score_opus":0.013155902825662789,"score_gpt":0.22054363703424443,"score_spread":0.20738773420858164,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401917792","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99529207,0.001447771,0.00015218857,0.000012193671,0.0007376912,0.00059570686,0.00011468625,0.00064884435,0.0009988523],"genre_scores_gemma":[0.99577415,0.000098651646,0.0034083715,0.000043492233,0.000111421694,0.000020260533,0.00004429449,0.00008344969,0.0004159318],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99749964,0.000059268645,0.0006595927,0.00069157104,0.0004784396,0.00061146636],"domain_scores_gemma":[0.9984917,0.0002970775,0.00012712777,0.0006463955,0.00017085674,0.00026683832],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000358398,0.00048639526,0.00061141147,0.00016972219,0.00018141544,0.00014788214,0.00022349638,0.00012835105,0.000058141934],"category_scores_gemma":[0.00031882184,0.00042654373,0.00013731649,0.00041441183,0.0002973549,0.0004147847,0.00017010223,0.00045420098,0.0000107802825],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014786968,0.0000014528515,0.03576868,0.004302394,0.00045600193,0.00015138146,0.003862346,0.001197571,0.9466438,0.00024760544,0.004410967,0.0028099269],"study_design_scores_gemma":[0.0013935086,0.0005695038,0.008491106,0.0007284913,0.00017491619,0.0004404097,0.00064896874,0.76621926,0.2177392,0.00005844405,0.0032822022,0.00025399632],"about_ca_topic_score_codex":0.00006830005,"about_ca_topic_score_gemma":0.0000065357954,"teacher_disagreement_score":0.7650217,"about_ca_system_score_codex":0.00018877575,"about_ca_system_score_gemma":0.00012318227,"threshold_uncertainty_score":0.9998186},"labels":[],"label_agreement":null},{"id":"W4402322660","doi":"10.1002/suco.202400098","title":"Strut‐and‐tie model for column‐to‐drilled shaft connections in reinforced concrete bridge columns subjected to lateral loads","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Structural engineering; Bridge (graph theory); Column (typography); Engineering; Geotechnical engineering; Reinforced concrete; Geology; Forensic engineering; Connection (principal bundle)","score_opus":0.016566809188139797,"score_gpt":0.26703847413173876,"score_spread":0.25047166494359896,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402322660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896321,0.00019563443,0.0031255684,0.0002715024,0.0016582692,0.0025535112,0.00084988115,0.0013440239,0.0003695063],"genre_scores_gemma":[0.9928272,0.000015868829,0.00458901,0.00028645978,0.00023446546,0.00040589913,0.00019717465,0.0001801826,0.0012637797],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99666137,0.000038725557,0.0008924802,0.0008382062,0.00037898266,0.0011902553],"domain_scores_gemma":[0.99829763,0.00029702953,0.00005827975,0.00053308683,0.00019207041,0.00062189356],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017471846,0.00072652,0.0008732237,0.0005986323,0.00021273702,0.00048501053,0.0004203481,0.00035309885,0.00014580946],"category_scores_gemma":[0.00017457978,0.0007729408,0.00024869113,0.00090686616,0.00012604069,0.0005600326,0.0001798077,0.0005826169,0.000049684986],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008686133,1.7208587e-8,0.00076981966,0.00075088564,0.00046450185,0.0001305574,0.0066558598,0.032323528,0.9356637,0.0148943,0.0027309784,0.004747247],"study_design_scores_gemma":[0.0019692627,0.00036874897,0.0020285482,0.00023435606,0.00013035577,0.00009687309,0.000120418495,0.96150494,0.030515514,0.00028159912,0.0014088339,0.0013405544],"about_ca_topic_score_codex":0.0004247587,"about_ca_topic_score_gemma":0.00013450763,"teacher_disagreement_score":0.9291814,"about_ca_system_score_codex":0.00045557608,"about_ca_system_score_gemma":0.00014313989,"threshold_uncertainty_score":0.99947214},"labels":[],"label_agreement":null},{"id":"W4403250860","doi":"10.1002/suco.202400591","title":"Detection of corrosion effects on prestressed concrete bridge deck slabs from the champlain bridge through non‐destructive testing techniques","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; American Concrete Institute Foundation","keywords":"Bridge (graph theory); Bridge deck; Prestressed concrete; Corrosion; Structural engineering; Engineering; Forensic engineering; Deck; Nondestructive testing; Materials science; Composite material; Physics","score_opus":0.017792432730014546,"score_gpt":0.2519072521970029,"score_spread":0.23411481946698834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403250860","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99300885,0.0008871835,0.0014260408,0.000061439736,0.001642228,0.000984905,0.00033176292,0.001114756,0.0005428188],"genre_scores_gemma":[0.99845546,0.000046954254,0.0006927881,0.00011678856,0.00046493058,0.00006851298,0.000061992534,0.00008327053,0.000009312802],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978154,0.00018274457,0.00055256975,0.00060738996,0.0003975158,0.00044442856],"domain_scores_gemma":[0.9966532,0.002325232,0.00011925372,0.00064908614,0.00014420996,0.000109033484],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002297635,0.0004954586,0.0005110811,0.00007641113,0.00021750625,0.00015263254,0.00037978077,0.00024491956,0.000044382374],"category_scores_gemma":[0.00052078255,0.00036980616,0.0002059548,0.0005255406,0.00022818228,0.0003419715,0.00012309113,0.00071090605,0.000019693782],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011219255,4.949591e-8,0.0011104897,0.00023960463,0.00003308763,0.00001936582,0.0008392639,0.0000071380864,0.9824788,0.00013565042,0.00021138802,0.014812963],"study_design_scores_gemma":[0.00042435064,0.00031736083,0.07294431,0.00078680756,0.000080912716,0.000032030093,0.000051289335,0.016610563,0.9066516,0.0010111411,0.0006333209,0.00045630708],"about_ca_topic_score_codex":0.0008962723,"about_ca_topic_score_gemma":0.000028397393,"teacher_disagreement_score":0.0758272,"about_ca_system_score_codex":0.00017567656,"about_ca_system_score_gemma":0.000054677977,"threshold_uncertainty_score":0.99987537},"labels":[],"label_agreement":null},{"id":"W4403353343","doi":"10.1002/suco.202301066","title":"Finite element analysis of ductility and flexural capacity of <scp>FRP</scp> and steel bars hybrid reinforced concrete beams","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China; U.S. Department of Transportation","keywords":"Fibre-reinforced plastic; Structural engineering; Ductility (Earth science); Flexural strength; Finite element method; Materials science; Reinforced concrete; Composite material; Engineering; Creep","score_opus":0.01256867850940638,"score_gpt":0.2318226126407607,"score_spread":0.21925393413135433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403353343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956017,0.001624156,0.00042752307,0.000012346759,0.00050030986,0.00042749208,0.00071705045,0.00028378706,0.0004056308],"genre_scores_gemma":[0.9971316,0.00016938102,0.0022631846,0.00002108055,0.00006211531,0.000013977474,0.00015264287,0.00005064946,0.0001353924],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99728334,0.000066318156,0.000998515,0.0005586982,0.0005125939,0.0005805288],"domain_scores_gemma":[0.9982644,0.00053921895,0.00019307934,0.0005542294,0.00017618772,0.0002729073],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00027589253,0.00055853016,0.0011066465,0.00049895264,0.000097041244,0.00011149815,0.00029232012,0.00017667835,0.00011283967],"category_scores_gemma":[0.00019223217,0.0005093642,0.00033868477,0.0007891339,0.0006511099,0.0005241182,0.00016924865,0.00045494427,0.0000019178362],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009266541,1.8411995e-8,0.00431359,0.002047289,0.0060853986,0.00006445372,0.0044903858,0.014023541,0.95669734,0.0060985135,0.00020055882,0.0058862637],"study_design_scores_gemma":[0.00072460424,0.00020275633,0.010721626,0.00011365107,0.002061691,0.000066819266,0.0004941873,0.5051119,0.47963357,0.00014304373,0.00034404136,0.00038213562],"about_ca_topic_score_codex":0.0002708897,"about_ca_topic_score_gemma":0.0000019555798,"teacher_disagreement_score":0.49108833,"about_ca_system_score_codex":0.00009947332,"about_ca_system_score_gemma":0.000044221266,"threshold_uncertainty_score":0.9997358},"labels":[],"label_agreement":null},{"id":"W4403439022","doi":"10.1002/suco.202400519","title":"A comprehensive review of radiation shielding concrete: Properties, design, evaluation, and applications","year":2024,"lang":"en","type":"review","venue":"Structural Concrete","topic":"Radiation Shielding Materials Analysis","field":"Materials Science","cited_by":72,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Nuclear Laboratories","funders":"","keywords":"Radiation shielding; Electromagnetic shielding; Engineering; Materials science; Construction engineering; Structural engineering; Forensic engineering; Composite material","score_opus":0.09175856917543454,"score_gpt":0.36566858148269116,"score_spread":0.27391001230725665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403439022","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00020848942,0.99548364,0.0001542541,0.00004696785,0.00039753615,0.0033348694,0.00022371973,0.00009304518,0.000057502304],"genre_scores_gemma":[0.00048225198,0.9970067,0.000924692,0.00011061433,0.00031142248,0.0008118539,0.00025940072,0.000057368685,0.000035665285],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99591637,0.0010134289,0.0014309381,0.0007349523,0.0006321777,0.00027212003],"domain_scores_gemma":[0.9974379,0.0003021216,0.0011076652,0.00056846044,0.00047498263,0.00010888284],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0013199659,0.0005013763,0.002040484,0.00023639458,0.00015732397,0.00021814389,0.00039566372,0.00024299152,0.0007629821],"category_scores_gemma":[0.00036482763,0.0003606662,0.00030463224,0.0006164155,0.00021263675,0.00023183566,0.00014686746,0.00021494007,0.00009865854],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011355334,1.2975103e-7,4.7638844e-7,0.3706594,0.00041320472,0.0000028412592,0.00017860868,0.0000053600825,0.018249055,0.00067245617,0.0013713173,0.60843575],"study_design_scores_gemma":[0.00022189767,0.00006095676,8.660486e-7,0.068338595,0.008991694,0.000084598025,0.000028708984,0.00047198668,0.004377917,0.00026522024,0.9163661,0.0007914387],"about_ca_topic_score_codex":0.000041287705,"about_ca_topic_score_gemma":2.3817334e-7,"teacher_disagreement_score":0.9149948,"about_ca_system_score_codex":0.000188007,"about_ca_system_score_gemma":0.0005341977,"threshold_uncertainty_score":0.99988455},"labels":[],"label_agreement":null},{"id":"W4404498255","doi":"10.1002/suco.202300972","title":"Adapting piezoelectric ring actuator for early hydration monitoring in cementitious materials","year":2024,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Drilling and Well Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Université de Sherbrooke","keywords":"Cementitious; Actuator; Materials science; Piezoelectricity; Composite material; Structural engineering; Forensic engineering; Engineering; Cement; Electrical engineering","score_opus":0.009179017761219833,"score_gpt":0.224422594518524,"score_spread":0.21524357675730418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404498255","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9859331,0.0007076871,0.010207481,0.0000073650212,0.0020495164,0.00021214882,0.000015892372,0.00061414164,0.00025266083],"genre_scores_gemma":[0.99757355,0.00003526232,0.0016093784,0.0000021715548,0.000625512,0.000044375538,0.000015897165,0.000059289407,0.000034583853],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99912226,0.000008686301,0.0002531661,0.00018308793,0.00009885215,0.000333936],"domain_scores_gemma":[0.9997696,0.00006620835,0.000015238575,0.00009072255,0.000016365224,0.000041854335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012932402,0.00016911629,0.00016525394,0.00017420416,0.000050623297,0.00023058263,0.000080528655,0.00006855872,0.000013913087],"category_scores_gemma":[0.000023376693,0.0001759793,0.00004399503,0.00020397121,0.0000068861223,0.00027695816,0.000012150326,0.00013217128,0.000009499014],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010446893,4.2660837e-8,0.00016747271,0.0005067047,0.000059102727,0.000013319277,0.00050355215,0.020090075,0.96459156,0.0010827817,0.000014255699,0.012960683],"study_design_scores_gemma":[0.00028624557,0.000040750587,0.00044301426,0.0003255296,0.00002275818,0.000008109213,0.000024035455,0.59939474,0.3983547,0.00037732968,0.0003860289,0.00033675903],"about_ca_topic_score_codex":0.000033119897,"about_ca_topic_score_gemma":0.0000010898358,"teacher_disagreement_score":0.57930464,"about_ca_system_score_codex":0.00012346223,"about_ca_system_score_gemma":0.000010025621,"threshold_uncertainty_score":0.71762276},"labels":[],"label_agreement":null},{"id":"W4406810727","doi":"10.1002/suco.202401223","title":"Longitudinal joint in decked bulb‐tee beams for accelerated bridge construction with ribbed <scp>GFRP</scp> bars: Ultimate load and fatigue evaluation","year":2025,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University; Georgian College","funders":"","keywords":"Structural engineering; Fibre-reinforced plastic; Bridge (graph theory); Joint (building); Engineering; Precast concrete","score_opus":0.04130241219708279,"score_gpt":0.2921881727259019,"score_spread":0.2508857605288191,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406810727","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935311,0.00047509832,0.0024171225,0.00003963886,0.0006714383,0.0017998209,0.00010442154,0.00036852658,0.0005928286],"genre_scores_gemma":[0.9888461,0.000031932228,0.010497498,0.000037643473,0.00007048542,0.00019923944,0.0002148426,0.00005651121,0.0000457164],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9974999,0.00006530191,0.0006757414,0.00060077035,0.00048087686,0.00067741406],"domain_scores_gemma":[0.9986077,0.00020452909,0.00016117033,0.00036753606,0.00051051116,0.00014856421],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00031648003,0.0005588411,0.00063157245,0.00030610012,0.0001870146,0.00022407372,0.0002244445,0.00025983452,0.000041418658],"category_scores_gemma":[0.00031184088,0.0005053591,0.00010098717,0.00055915175,0.0002580169,0.0006008092,0.000064335036,0.00040368893,0.000003515879],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007436164,2.8921522e-7,0.06316566,0.0014358095,0.0011729847,0.000070723756,0.0028302674,0.019861955,0.8176994,0.0050143437,0.00086751964,0.08713744],"study_design_scores_gemma":[0.0099287825,0.00030625658,0.27882147,0.0004820644,0.0005132844,0.0002392952,0.0005023656,0.33204076,0.37490797,0.0012985448,0.00023918036,0.00072001107],"about_ca_topic_score_codex":0.00020590372,"about_ca_topic_score_gemma":0.0000319999,"teacher_disagreement_score":0.4427914,"about_ca_system_score_codex":0.00053876516,"about_ca_system_score_gemma":0.00019023728,"threshold_uncertainty_score":0.9997398},"labels":[],"label_agreement":null},{"id":"W4408385028","doi":"10.1002/suco.202401229","title":"Experimental capacity of <scp>TL</scp> ‐4 concrete barrier–deck connection using <scp>GFRP</scp> ‐bars with reduced‐radius 180° hooks and adhesive <scp>GFRP</scp> anchors","year":2025,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Fibre-reinforced plastic; Adhesive; RADIUS; Connection (principal bundle); Structural engineering; Deck; Materials science; Composite material; Engineering; Computer science; Layer (electronics)","score_opus":0.013475764721911027,"score_gpt":0.23766589993232762,"score_spread":0.22419013521041659,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408385028","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98866415,0.0026477284,0.0002495676,0.0000104812625,0.0023311866,0.0016545372,0.00044157612,0.0008290613,0.0031717252],"genre_scores_gemma":[0.9935696,0.000080879036,0.004799785,0.00013987396,0.00039046546,0.00009375636,0.00013500605,0.00024212281,0.0005485187],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99384093,0.00027055884,0.0015197559,0.0014782482,0.0010308503,0.0018596277],"domain_scores_gemma":[0.9955243,0.0012498158,0.00071645674,0.0011670177,0.00052908115,0.0008133344],"candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.00033869746,0.0016648496,0.001895745,0.00072141766,0.00066591223,0.00039277895,0.000889798,0.00087169954,0.000042473395],"category_scores_gemma":[0.0010241816,0.001618091,0.00047129628,0.001020518,0.0013202651,0.0012268767,0.00033344058,0.0014353194,0.000011657736],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003469618,1.3670427e-7,0.002678497,0.00029512084,0.00064734375,0.000069505746,0.003340853,0.0005672887,0.99028784,0.001140408,0.0006597602,0.00027854872],"study_design_scores_gemma":[0.0034286084,0.0005874416,0.005509455,0.00044027995,0.000578801,0.00053622434,0.007224727,0.009477755,0.97023994,0.00024401452,0.0013602062,0.00037253264],"about_ca_topic_score_codex":0.00063581794,"about_ca_topic_score_gemma":0.000009087562,"teacher_disagreement_score":0.020047886,"about_ca_system_score_codex":0.00074527407,"about_ca_system_score_gemma":0.00031139364,"threshold_uncertainty_score":0.9996098},"labels":[],"label_agreement":null},{"id":"W4408633479","doi":"10.1002/suco.70043","title":"Experimental study on the strength of developed concrete bridge barrier‐deck slab connections reinforced with glass fiber reinforced polymer bars","year":2025,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hamilton Health Sciences; Toronto Metropolitan University","funders":"","keywords":"Slab; Materials science; Structural engineering; Bridge (graph theory); Fibre-reinforced plastic; Bridge deck; Composite material; Deck; Engineering","score_opus":0.014842531710520504,"score_gpt":0.2565994916229135,"score_spread":0.24175695991239302,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408633479","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9887895,0.00017837646,0.00007096236,0.00008105708,0.0007414148,0.0016578821,0.00013172204,0.0004933282,0.007855775],"genre_scores_gemma":[0.9951785,0.000004880785,0.00033867834,0.00022039759,0.000078871664,0.00016164554,0.000062973595,0.00009431715,0.0038597346],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9967811,0.00012759776,0.0009887331,0.0005891858,0.0007095942,0.0008037625],"domain_scores_gemma":[0.9976958,0.00046735612,0.00024858202,0.001126991,0.00024002606,0.00022125906],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001785517,0.0008451697,0.00083656335,0.00030287364,0.00044402792,0.00015420732,0.00082793017,0.0002310649,0.0010221982],"category_scores_gemma":[0.00011765352,0.00060046726,0.00024540088,0.0008465079,0.00044777218,0.00040054513,0.00018337993,0.00071506324,0.000035758036],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010367034,9.6546614e-8,0.00055923953,0.00008425206,0.001457702,0.000052112267,0.0035574744,0.00099391,0.96703064,0.023914669,0.0008189178,0.0004942732],"study_design_scores_gemma":[0.0032562022,0.00086789747,0.0034916743,0.0001409567,0.00021560589,0.000040147806,0.0033384417,0.00356322,0.9837594,0.000006302782,0.0004662325,0.00085389585],"about_ca_topic_score_codex":0.00029433373,"about_ca_topic_score_gemma":0.000003174914,"teacher_disagreement_score":0.023908367,"about_ca_system_score_codex":0.00027858358,"about_ca_system_score_gemma":0.00020810058,"threshold_uncertainty_score":0.999891},"labels":[],"label_agreement":null},{"id":"W4411462457","doi":"10.1002/suco.70209","title":"Evaluation of <scp>ACI CODE</scp> 440.11‐22 design provisions for <scp>GFRP</scp> ‐ <scp>RC</scp> columns: Constitutive models and practical interaction diagrams","year":2025,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Interaction overview diagram; Tension (geology); Ultimate tensile strength; Compression (physics); Compatibility (geochemistry); Constitutive equation; Diagram; Engineering; Computer science; Finite element method; Materials science; Composite material","score_opus":0.054442843509082225,"score_gpt":0.32845801875303193,"score_spread":0.2740151752439497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411462457","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94520634,0.00095254485,0.042153258,0.000045164117,0.0020483686,0.004540347,0.00047199344,0.00052891154,0.0040530884],"genre_scores_gemma":[0.98306066,0.000112889946,0.015211205,0.0000834302,0.0001836933,0.00053051894,0.00024459697,0.00010015377,0.0004728277],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.995244,0.0004083655,0.0012100742,0.0009224648,0.0011761788,0.00103888],"domain_scores_gemma":[0.99103504,0.0058727553,0.0005206578,0.00069325167,0.0015143981,0.00036390353],"candidate_categories":["metaresearch","metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0011918615,0.0008508092,0.0010468331,0.00043215998,0.00041425848,0.00033561545,0.00041587502,0.00060216896,0.000019297257],"category_scores_gemma":[0.008663544,0.00083888636,0.00033023502,0.0006203679,0.0006100142,0.0017137533,0.00021316818,0.00082277233,0.000009597343],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023216904,0.000004264922,0.0023951367,0.00234197,0.004930988,0.000110493165,0.013592941,0.1206524,0.67403245,0.09147045,0.04241915,0.047817595],"study_design_scores_gemma":[0.003939007,0.00044398778,0.0007102808,0.0003427742,0.0018832867,0.0001710468,0.0036307804,0.7627147,0.21209906,0.009883999,0.003968472,0.00021260564],"about_ca_topic_score_codex":0.000111141846,"about_ca_topic_score_gemma":0.000022414702,"teacher_disagreement_score":0.6420623,"about_ca_system_score_codex":0.00058656157,"about_ca_system_score_gemma":0.00061126007,"threshold_uncertainty_score":0.9996869},"labels":[],"label_agreement":null},{"id":"W4412185319","doi":"10.1002/suco.70232","title":"Genetic programming‐based model for estimating maximum pull load of fiber‐reinforced polymer‐to‐concrete bond interfaces with graphical user interface implementation","year":2025,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Government of Manitoba; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Fibre-reinforced plastic; Computer science; Mean absolute percentage error; Genetic programming; Mean squared error; Interpretability; Symbolic regression; Structural engineering; Graphical user interface; Compressive strength; Materials science; Mathematics; Machine learning; Engineering; Composite material; Statistics; Artificial neural network","score_opus":0.010391435737159989,"score_gpt":0.278570175394216,"score_spread":0.268178739657056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412185319","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8484209,0.00016812749,0.14888847,0.00007475005,0.00032512104,0.0015519903,0.00013217889,0.00034395364,0.00009448582],"genre_scores_gemma":[0.799835,0.0000011496735,0.19951582,0.00007611141,0.000036575504,0.0001859279,0.000053058662,0.000071654664,0.00022466503],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973233,0.00002491556,0.00089430105,0.0005296026,0.00044051246,0.0007873801],"domain_scores_gemma":[0.9985865,0.00014251936,0.00022165266,0.0005186675,0.00032369784,0.00020695796],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012107149,0.00061479624,0.0006574285,0.00031216588,0.0001461628,0.00014614357,0.00054243254,0.00019243192,0.000084869214],"category_scores_gemma":[0.00005281239,0.00054776634,0.00020189893,0.0005288803,0.00019780743,0.00031952866,0.00011219439,0.0003134213,0.000003807701],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011569561,3.9493987e-8,0.00062111166,0.0011759612,0.00056503335,0.000007406908,0.0014692107,0.163441,0.78546196,0.0013281626,0.00036333923,0.044409804],"study_design_scores_gemma":[0.0015307368,0.00028694273,0.00010538344,0.00016447209,0.00016744147,0.000009031662,0.00014691758,0.5087277,0.4882845,0.000058882557,0.00006308601,0.0004549035],"about_ca_topic_score_codex":0.00014805584,"about_ca_topic_score_gemma":0.00002054988,"teacher_disagreement_score":0.34528673,"about_ca_system_score_codex":0.00021505491,"about_ca_system_score_gemma":0.00019533618,"threshold_uncertainty_score":0.9996974},"labels":[],"label_agreement":null},{"id":"W4412730540","doi":"10.1002/suco.70269","title":"Behavior of post tensioned concrete slabs with various strenghening techniques","year":2025,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Engineering; Forensic engineering; Materials science; Geotechnical engineering; Civil engineering","score_opus":0.005567865431363166,"score_gpt":0.22823782973295714,"score_spread":0.22266996430159397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412730540","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99391615,0.00035290758,0.00029585345,0.000039652223,0.00047250293,0.0007066738,0.00012245173,0.001042972,0.0030508032],"genre_scores_gemma":[0.9834374,0.000018605075,0.01592611,0.000102931794,0.000057068613,0.00006269674,0.000086269894,0.00007335214,0.00023557033],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9978756,0.000039614035,0.0006637434,0.00042523476,0.00039939905,0.0005964491],"domain_scores_gemma":[0.9984821,0.00012742773,0.00016309999,0.0006655826,0.0004156924,0.00014609302],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00008877861,0.00056000904,0.0007202597,0.00033701936,0.00015112245,0.000071998154,0.0005014446,0.0002738346,0.00016745627],"category_scores_gemma":[0.00005649991,0.00046372865,0.00017270703,0.00055445073,0.00032539744,0.00033309855,0.00012435598,0.00053645886,0.000005327233],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012996983,5.9283165e-9,0.0019195048,0.000115731345,0.00014475675,0.000059753685,0.00017837694,0.000021485754,0.9852198,0.0016200613,0.0000778529,0.010512751],"study_design_scores_gemma":[0.0010168925,0.00028785807,0.00401493,0.00024423221,0.00034522076,0.00013264689,0.00018885749,0.001419005,0.991064,0.000089255205,0.000502049,0.000695061],"about_ca_topic_score_codex":0.00022990887,"about_ca_topic_score_gemma":0.0000050163317,"teacher_disagreement_score":0.015630256,"about_ca_system_score_codex":0.00013141379,"about_ca_system_score_gemma":0.000104802515,"threshold_uncertainty_score":0.9997814},"labels":[],"label_agreement":null},{"id":"W4412845443","doi":"10.1002/suco.70263","title":"Performance of seawater sea sand coral aggregate concrete columns reinforced with hybrid glass fiber reinforced polymer and epoxy‐coated steel bars under axial compression","year":2025,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Epoxy; Aggregate (composite); Materials science; Composite material; Seawater; Glass fiber; Fiber-reinforced concrete; Reinforced concrete; Geology","score_opus":0.006961336973903691,"score_gpt":0.21445358782972926,"score_spread":0.20749225085582557,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412845443","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948543,0.00043832118,0.00008869636,0.00004514284,0.0006014246,0.00086285546,0.00014867344,0.0004432292,0.0025173873],"genre_scores_gemma":[0.9935007,0.00007028754,0.00065587286,0.00013539013,0.00007377437,0.00003302946,0.00025766532,0.000097846736,0.0051754406],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9968717,0.00007270127,0.0009536885,0.0006009208,0.0005429841,0.0009580148],"domain_scores_gemma":[0.9982288,0.00014453758,0.00030485733,0.00071659585,0.00028993736,0.00031527158],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012170832,0.00083978166,0.0010295899,0.00029329635,0.00030294718,0.0001639597,0.00049106916,0.0003078732,0.00036995858],"category_scores_gemma":[0.000021889933,0.0006914296,0.00017453398,0.00045983877,0.00071715144,0.00078242767,0.00024105558,0.00066266756,0.000014586562],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018112301,1.8483448e-8,0.0034058504,0.0006624343,0.0006164233,0.000048034974,0.00027598796,0.008248761,0.9817398,0.00085778156,0.00052701496,0.0018066309],"study_design_scores_gemma":[0.003994356,0.00034880117,0.003989596,0.00048798032,0.00025095575,0.00016818529,0.00008230213,0.17325416,0.8163173,0.0000053206845,0.00021119107,0.0008898323],"about_ca_topic_score_codex":0.0003299862,"about_ca_topic_score_gemma":0.0000017357376,"teacher_disagreement_score":0.16542251,"about_ca_system_score_codex":0.00016508861,"about_ca_system_score_gemma":0.00013970447,"threshold_uncertainty_score":0.9995537},"labels":[],"label_agreement":null},{"id":"W4413067011","doi":"10.1002/suco.70241","title":"Data‐driven assessment and design of axially loaded <scp>FRP</scp> ‐reinforced concrete columns","year":2025,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Robustness (evolution); Eccentricity (behavior); Artificial neural network; Computer science; Concentric; Reinforced concrete; Column (typography); Axial symmetry; Engineering; Machine learning; Mathematics","score_opus":0.024081370708174944,"score_gpt":0.28015545081419385,"score_spread":0.2560740801060189,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413067011","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98178273,0.00063081237,0.011070671,0.000031938373,0.0010787821,0.0012342834,0.0005267323,0.0005686678,0.0030753557],"genre_scores_gemma":[0.975416,0.00012800591,0.023226818,0.00011297523,0.00009344853,0.000034178116,0.00032809074,0.00007056467,0.0005899065],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9970782,0.000110317764,0.0009126102,0.0006412995,0.00049524877,0.0007623661],"domain_scores_gemma":[0.99742997,0.0006419409,0.00023815155,0.0012313344,0.0002074967,0.00025108352],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022512831,0.00062308816,0.00090463075,0.00025976606,0.00017854557,0.00017840644,0.0011660006,0.00033737862,0.00008595427],"category_scores_gemma":[0.00021013748,0.00061854016,0.00012850421,0.00046387108,0.00042556945,0.00067418366,0.00053268974,0.00057881325,0.000007655015],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004192045,6.9046e-9,0.0009130779,0.00027892657,0.0005176822,0.000031671723,0.000265919,0.0043811044,0.98398215,0.0047921217,0.0024947426,0.0023007055],"study_design_scores_gemma":[0.0037323893,0.00031324138,0.004772413,0.0002544022,0.0005639336,0.00008649115,0.0006234676,0.62175745,0.36416626,0.000296122,0.0027537632,0.0006800797],"about_ca_topic_score_codex":0.000101302234,"about_ca_topic_score_gemma":0.0000021124808,"teacher_disagreement_score":0.6198158,"about_ca_system_score_codex":0.00017783848,"about_ca_system_score_gemma":0.00025817036,"threshold_uncertainty_score":0.9996266},"labels":[],"label_agreement":null},{"id":"W4413227027","doi":"10.1002/suco.70275","title":"Numerical modeling of rolling loading of bridge deck with different reinforcement types","year":2025,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Performance Plants (Canada); Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rebar; Structural engineering; Deck; Finite element method; Stiffness; Nonlinear system; Fibre-reinforced plastic; Bridge (graph theory); Slab; Reinforcement; Engineering","score_opus":0.012407253357257831,"score_gpt":0.23929750444469142,"score_spread":0.22689025108743358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413227027","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98348266,0.00035642678,0.014293379,0.000010260845,0.0002720207,0.00024494057,0.000010890931,0.0001390285,0.0011903897],"genre_scores_gemma":[0.9983641,0.000021290283,0.0014882723,0.000014461011,0.000029668381,0.000008096656,0.000016917582,0.00002927,0.000027922064],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99856436,0.00001535657,0.0005704683,0.00021156903,0.00029416045,0.00034409948],"domain_scores_gemma":[0.9992923,0.00006239847,0.00010999841,0.00032764237,0.00012976732,0.00007785151],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000045335353,0.00030557392,0.0005502329,0.0001637141,0.00005287055,0.000021084348,0.00027973545,0.00009872575,0.000061193576],"category_scores_gemma":[0.000023132985,0.00023904721,0.00012820009,0.00027555905,0.00008006717,0.00014725774,0.000055085966,0.00022702495,9.952203e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003852319,3.8028897e-8,0.009181688,0.0007967606,0.0006001506,0.000009959951,0.000600447,0.62298834,0.3574069,0.005206789,0.00002193522,0.0028017345],"study_design_scores_gemma":[0.000690553,0.000091094655,0.001961546,0.00024832255,0.00011495831,0.000008420432,0.0000467304,0.6725747,0.32386154,0.0001254681,0.000010691406,0.00026600107],"about_ca_topic_score_codex":0.00010862372,"about_ca_topic_score_gemma":9.945076e-7,"teacher_disagreement_score":0.04958632,"about_ca_system_score_codex":0.00009468368,"about_ca_system_score_gemma":0.00003551099,"threshold_uncertainty_score":0.9748062},"labels":[],"label_agreement":null},{"id":"W4414249490","doi":"10.1002/suco.70325","title":"Experimental investigation of punching resistance for flat slabs with various shear reinforcement","year":2025,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Stirrup; Punching; Eurocode; Welding; Reinforcement; Shear (geology)","score_opus":0.008989290646476147,"score_gpt":0.2367530437762141,"score_spread":0.22776375312973796,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414249490","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99213564,0.0005036639,0.0035368095,0.00003986391,0.00045866292,0.00072161865,0.000025959587,0.00023275932,0.0023450253],"genre_scores_gemma":[0.9846077,0.000003523557,0.0146092875,0.00006312411,0.000044601766,0.000065001404,0.000057514957,0.000033138153,0.0005161307],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998732,0.000014974451,0.00042561445,0.0002488897,0.00023959002,0.00033896038],"domain_scores_gemma":[0.99930584,0.00007682813,0.00010039202,0.00032840308,0.00010856847,0.00007994864],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000070875154,0.0002921934,0.00034011793,0.00012760817,0.00012071256,0.00004883846,0.00023543282,0.00010406877,0.000038885977],"category_scores_gemma":[0.000022598257,0.00025277238,0.0000919426,0.0002355483,0.00014392684,0.00028196757,0.0000411815,0.00016459911,0.0000012018586],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021041496,1.8453568e-9,0.00025209415,0.00022730877,0.00010964528,0.0000024974968,0.00062864344,0.0009182972,0.98726916,0.00983184,0.0002307924,0.00031931297],"study_design_scores_gemma":[0.00118722,0.000115339164,0.00033521486,0.0001580171,0.00006247857,0.0000054260518,0.00016523844,0.009288433,0.98749113,0.00041880264,0.00046775097,0.00030493684],"about_ca_topic_score_codex":0.000036406007,"about_ca_topic_score_gemma":0.0000025502566,"teacher_disagreement_score":0.011072478,"about_ca_system_score_codex":0.00018830628,"about_ca_system_score_gemma":0.000059848702,"threshold_uncertainty_score":0.99999243},"labels":[],"label_agreement":null},{"id":"W4414261258","doi":"10.1002/suco.70330","title":"A review on the behavior of <scp>FRP</scp> ‐reinforced ultra‐high‐performance concrete tubes","year":2025,"lang":"en","type":"review","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Fibre-reinforced plastic; Stiffness; Tube (container); Fiber; Ultimate tensile strength; Current (fluid)","score_opus":0.02030955578675876,"score_gpt":0.2727027643527998,"score_spread":0.252393208566041,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414261258","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015184348,0.97344637,0.000003751074,0.000009705364,0.0018167091,0.0051644803,0.00096680946,0.0005425161,0.002865336],"genre_scores_gemma":[0.0025441844,0.9936052,0.00018085078,0.00029500946,0.00025637134,0.0012187286,0.0006886301,0.00022731537,0.0009837368],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9942791,0.00025716034,0.0024138645,0.0008897489,0.00091886806,0.0012412441],"domain_scores_gemma":[0.99461204,0.0019801813,0.00066135736,0.0021581687,0.0003033396,0.0002849298],"candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.00039478164,0.0019970695,0.0045921355,0.00042935798,0.00026791086,0.00012504497,0.0023724823,0.0008641084,0.0002775885],"category_scores_gemma":[0.0006602616,0.0013207376,0.0015238643,0.0012932383,0.00051011634,0.0003506687,0.00022694895,0.0020901468,0.00013066275],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001843898,3.220945e-8,0.000008463985,0.25721267,0.0016301983,0.00007315006,0.00015988704,0.00006414964,0.0032366414,0.0035694465,0.008281898,0.725745],"study_design_scores_gemma":[0.0008864464,0.0004498607,0.000018834759,0.1826628,0.00789876,0.00039069817,0.000047721973,0.00034696257,0.03534926,0.000012270394,0.7702508,0.0016856163],"about_ca_topic_score_codex":0.000040811687,"about_ca_topic_score_gemma":2.2244825e-7,"teacher_disagreement_score":0.76196885,"about_ca_system_score_codex":0.000320757,"about_ca_system_score_gemma":0.00036217755,"threshold_uncertainty_score":0.9992772},"labels":[],"label_agreement":null}]}