{"meta":{"query_hash":"fa0f24414a02","filters":{"venue":"Proceedings of International Structural Engineering and Construction"},"cohort_total":17,"direct_labels_cover":0,"predictions_cover":17,"exported":17,"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/fa0f24414a02","api":"https://metacan.xera.ac/api/v1/cohort?venue=Proceedings+of+International+Structural+Engineering+and+Construction"},"results":[{"id":"W2902374009","doi":"10.14455/isec.res.2015.38","title":"ASSET LEVELS OF SERVICE-BASED DECISION SUPPORT SYSTEM FOR MUNICIPAL INFRASTRUCTURE INVESTMENT: A FRAMEWORK","year":2015,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Infrastructure Maintenance and Monitoring","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":"","keywords":"Interdependence; Business; Asset management; Upgrade; Service (business); Investment (military); Asset (computer security); Critical infrastructure; Finance; Economic shortage; Decision support system; Environmental economics; Economics; Marketing; Computer science; Government (linguistics); Computer security","score_opus":0.010219620089758342,"score_gpt":0.2274890946078024,"score_spread":0.21726947451804404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2902374009","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":[0.9836503,0.00007287767,0.013147276,0.00002641961,0.0022629725,0.00019938963,0.00011960841,0.00015623108,0.00036489425],"genre_scores_gemma":[0.87457687,0.0000044167386,0.125108,0.000014600575,0.00023423662,0.000019246634,0.000014203893,0.000026611468,0.000001805413],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890095,0.0000013903864,0.00042845387,0.00018162052,0.0002884662,0.00019914244],"domain_scores_gemma":[0.99901724,0.000050370854,0.00015015459,0.00006851072,0.00060946203,0.00010425942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000120518795,0.00022094515,0.0002833478,0.0002295559,0.000031966803,0.000041433377,0.00019565689,0.00016171989,0.0000070527317],"category_scores_gemma":[0.00013317405,0.00020863325,0.00006472502,0.00018862935,0.000046905927,0.00027446038,0.000038768463,0.00017354067,2.4613774e-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":[0.00074205274,0.0000152477005,0.022029983,0.0049651125,0.00081924105,0.000003143878,0.0034212505,0.5117385,0.15294404,0.25102228,0.0004599251,0.05183923],"study_design_scores_gemma":[0.002883912,0.00025374364,0.017377062,0.0014750236,0.00012214534,0.00029078714,0.0026770658,0.7957218,0.16373457,0.012936904,0.0018067433,0.00072021945],"about_ca_topic_score_codex":0.000013195656,"about_ca_topic_score_gemma":7.117718e-7,"teacher_disagreement_score":0.28398335,"about_ca_system_score_codex":0.00015485716,"about_ca_system_score_gemma":0.00002918899,"threshold_uncertainty_score":0.85078174},"labels":[],"label_agreement":null},{"id":"W2936490869","doi":"10.14455/isec.res.2019.179","title":"THE POTENTIAL OF KNOWLEDGE MANAGEMENT ON CONSTRUCTION SITES","year":2019,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Civil and Structural Engineering Research","field":"Engineering","cited_by":2,"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":"Knowledge management; Business; Multidisciplinary approach; Process (computing); Investment (military); Variety (cybernetics); Knowledge sharing; Knowledge transfer; Phase (matter); Quarter (Canadian coin); Order (exchange); Operations management; Computer science; Engineering; Finance","score_opus":0.0029390323821207333,"score_gpt":0.19288509419155453,"score_spread":0.1899460618094338,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2936490869","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":[0.9927396,0.00025949144,0.00006743884,0.000025772826,0.0012420068,0.00013537736,0.000009133222,0.000094250136,0.005426919],"genre_scores_gemma":[0.99743414,0.00035934531,0.0020161453,7.8518667e-7,0.00008653602,0.0000069950465,0.00000429915,0.000015849946,0.00007588609],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99918056,0.0000013636899,0.00026757354,0.00014630645,0.00024237465,0.00016183466],"domain_scores_gemma":[0.9996507,0.000036472808,0.000057039495,0.000057611913,0.00015678015,0.000041380954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007395932,0.00015181811,0.00015301707,0.00017771868,0.000044988938,0.000043216518,0.00016720091,0.000057030833,0.000020670861],"category_scores_gemma":[0.000017087996,0.000119235556,0.000058496928,0.00015370859,0.00008734669,0.00014943676,0.000045090856,0.0001631547,0.000002367131],"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":[0.00016405716,0.000008610037,0.009476295,0.0012189348,0.00061465317,9.967321e-7,0.00017093499,0.055275384,0.27028227,0.4825067,0.00009840769,0.18018275],"study_design_scores_gemma":[0.0018398606,0.00027031548,0.13075882,0.0005226741,0.00007392694,0.00044732992,0.0014391135,0.7495271,0.10653331,0.004533702,0.0032889429,0.00076493685],"about_ca_topic_score_codex":0.0000024172737,"about_ca_topic_score_gemma":2.0903664e-7,"teacher_disagreement_score":0.69425166,"about_ca_system_score_codex":0.000047018475,"about_ca_system_score_gemma":0.0000034990592,"threshold_uncertainty_score":0.4862285},"labels":[],"label_agreement":null},{"id":"W3009858033","doi":"10.14455/isec.res.2019.168","title":"STUDY OF THE COMPOSITE ACTION OF HOLLOWCORE PANELS USED IN GIRDER-SLAB SYSTEM","year":2019,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Structural Load-Bearing 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":"Precast concrete; Structural engineering; Slab; Shear (geology); Girder; Composite number; Engineering; Full scale; Beam (structure); Prestressed concrete; Structural system; Geotechnical engineering; Materials science; Composite material","score_opus":0.006963681190643963,"score_gpt":0.19921121542054518,"score_spread":0.1922475342299012,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3009858033","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":[0.99883425,0.000027388647,0.000010040443,0.000006026013,0.00067743077,0.0001902672,0.0000073383553,0.000055984958,0.00019129134],"genre_scores_gemma":[0.99948746,0.0000064252704,0.00044787634,3.6893096e-7,0.000030114506,0.000004937512,0.0000016616366,0.000013617477,0.00000755308],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9990527,0.00000338543,0.0004120808,0.00014873043,0.00028302794,0.000100089106],"domain_scores_gemma":[0.99956113,0.000024239715,0.00017247142,0.00006925669,0.00015187798,0.00002100138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006613283,0.00014101347,0.00028032306,0.00024020494,0.00001652533,0.000017010825,0.00017434396,0.000061852435,0.00000611884],"category_scores_gemma":[0.000019363852,0.00011619367,0.00006302684,0.0003107871,0.00003473491,0.00018813586,0.000044447257,0.00015453628,1.8336057e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014830604,0.0000044850644,0.37706414,0.00031211422,0.00014027087,1.378423e-7,0.00042467323,0.035923865,0.58420753,0.0012042626,4.0018497e-7,0.00070331374],"study_design_scores_gemma":[0.00074675755,0.000048937844,0.62802434,0.00025638295,0.000046914418,0.00006104437,0.0029767745,0.12499465,0.24266796,0.00003619406,0.0000023382656,0.00013772334],"about_ca_topic_score_codex":0.00014342471,"about_ca_topic_score_gemma":0.000003885249,"teacher_disagreement_score":0.34153956,"about_ca_system_score_codex":0.000084884254,"about_ca_system_score_gemma":0.000004704058,"threshold_uncertainty_score":0.473824},"labels":[],"label_agreement":null},{"id":"W3010602323","doi":"10.14455/isec.res.2019.19","title":"APPLICATION OF LEAN METHODS FOR PRODUCTIVITY IMPROVEMENT IN STEEL FABRICATION SHOPS: A CASE STUDY","year":2019,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Operations Management Techniques","field":"Decision Sciences","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":"","keywords":"Productivity; Manufacturing engineering; Fabrication; Lean manufacturing; Six Sigma; Lean Six Sigma; Engineering; Baseline (sea); Quality (philosophy); Quality management; Process (computing); Operations management; Computer science","score_opus":0.021620581006181035,"score_gpt":0.36216299227582016,"score_spread":0.34054241126963913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3010602323","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":[0.95357937,0.000010560904,0.044872437,0.00007529555,0.00023167145,0.0010965599,0.0000052004652,0.00002994306,0.00009897576],"genre_scores_gemma":[0.91395336,0.0000021244973,0.085864015,0.0000023649234,0.000032566873,0.00010741498,0.0000021636674,0.0000060292787,0.000029936456],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987638,0.0000056855115,0.000532278,0.0003325904,0.0002874124,0.00007822582],"domain_scores_gemma":[0.9986677,0.00010885021,0.00031416593,0.00009768152,0.00079309277,0.000018464632],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010649561,0.00009895632,0.00019083747,0.0004528651,0.00002627528,0.00005776489,0.00018405853,0.000033996883,0.0000074941545],"category_scores_gemma":[0.00055906025,0.00008732405,0.000035113695,0.00035219314,0.000032013486,0.000518783,0.000073174,0.00006531711,1.9321452e-7],"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":[0.00005725245,0.00005678494,0.16855577,0.0000855382,0.000052847347,2.2740149e-7,0.0006891586,0.001168447,0.23045748,0.03297962,0.000008386408,0.56588846],"study_design_scores_gemma":[0.0016379772,0.0007346997,0.10318186,0.000057041314,0.000047497786,0.00021831118,0.014330477,0.74712956,0.1151995,0.01654108,0.00053509517,0.0003869048],"about_ca_topic_score_codex":0.00013437618,"about_ca_topic_score_gemma":0.0000066544017,"teacher_disagreement_score":0.7459611,"about_ca_system_score_codex":0.000059185557,"about_ca_system_score_gemma":0.000008285772,"threshold_uncertainty_score":0.35609713},"labels":[],"label_agreement":null},{"id":"W3011000864","doi":"10.14455/isec.res.2017.71","title":"AFFORDABLE HOUSING POLICY IMPLEMENTATION MUNICIPALITIES: A CASE STUDY","year":2017,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Housing, Finance, and Neoliberalism","field":"Economics, Econometrics and Finance","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":"Affordable housing; Globe; Business; Environmental planning; Policy analysis; Economic growth; Public administration; Political science; Economics; Geography","score_opus":0.019673463714863455,"score_gpt":0.2642379824781125,"score_spread":0.24456451876324903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011000864","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":[0.99624205,0.00005728683,0.000079659185,0.00010380831,0.000509419,0.00013309729,0.000038620423,0.000030645027,0.0028054249],"genre_scores_gemma":[0.9970018,0.000042149008,0.0025981255,0.000009123706,0.00023450998,0.000010709814,0.0000030099409,0.000014024797,0.000086499116],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.99913514,9.579965e-7,0.00043288822,0.00022542736,0.00005760225,0.00014799998],"domain_scores_gemma":[0.99925894,0.000007773888,0.00050169084,0.00009040802,0.00010120359,0.000039962284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001706032,0.00012542629,0.00021881025,0.00024114699,0.00022173906,0.00025813386,0.00016443638,0.000042981133,0.000037302496],"category_scores_gemma":[0.000037262947,0.0001404299,0.000046957644,0.000057677797,0.000066364504,0.0006818146,0.00007615281,0.00008821435,0.0000011802848],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027413147,0.000020598183,0.3735011,0.000080440645,0.0001827744,0.000021290643,0.0066597057,0.00015585222,0.0006490999,0.60165787,0.000018181705,0.017025668],"study_design_scores_gemma":[0.013305267,0.0010491185,0.69942784,0.00039665194,0.00014288872,0.011949363,0.09326746,0.10427887,0.009029147,0.036704715,0.02729227,0.0031563719],"about_ca_topic_score_codex":0.008730656,"about_ca_topic_score_gemma":0.00005831293,"teacher_disagreement_score":0.56495315,"about_ca_system_score_codex":0.00007519422,"about_ca_system_score_gemma":0.000009095866,"threshold_uncertainty_score":0.99787027},"labels":[],"label_agreement":null},{"id":"W3011132006","doi":"10.14455/isec.res.2017.18","title":"HEAVYLIFTING OPERATIONS FOR THE ASSEMBLY OF THE ARCH OF BRIDGE REPLACEMENT","year":2017,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","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":"Arch; Bridge (graph theory); Limiting; Modular design; Arch bridge; Arch dam; Engineering; Position (finance); Structural engineering; Civil engineering; Computer science; Mechanical engineering; Operating system","score_opus":0.01039073823041808,"score_gpt":0.2396544288743779,"score_spread":0.22926369064395982,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011132006","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":[0.987378,0.000094980154,0.011294284,0.00018300602,0.0006865737,0.00014176674,0.000027341115,0.000029657771,0.00016437723],"genre_scores_gemma":[0.9956998,0.000048774844,0.004127284,0.0000023248383,0.000079750294,0.000013450102,0.000002497333,0.000010346886,0.000015758185],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993479,9.828949e-7,0.00030229625,0.000095733965,0.00016761164,0.00008544676],"domain_scores_gemma":[0.99944794,0.000043999713,0.0001306354,0.00010337798,0.0002541336,0.000019895295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000099425095,0.000102804814,0.00014537637,0.00006545637,0.00014299725,0.000048326467,0.0002717259,0.000037986527,0.0000046906675],"category_scores_gemma":[0.00018228052,0.00006993268,0.00008718297,0.0000631359,0.00011185352,0.00018355463,0.000047408328,0.0000868019,3.0803015e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005291964,0.000004536267,0.018381525,0.0005429205,0.0006987084,3.7151356e-8,0.00053262105,0.6106573,0.26272386,0.07554396,0.000059558697,0.030802086],"study_design_scores_gemma":[0.00025713883,0.00001758553,0.099261284,0.00007966851,0.00004696945,0.000017707878,0.00015098628,0.7791435,0.120758444,0.00008360496,0.00009814771,0.000084975174],"about_ca_topic_score_codex":0.00008568301,"about_ca_topic_score_gemma":0.00000392772,"teacher_disagreement_score":0.16848622,"about_ca_system_score_codex":0.000025470341,"about_ca_system_score_gemma":0.00000737815,"threshold_uncertainty_score":0.2851772},"labels":[],"label_agreement":null},{"id":"W3011261749","doi":"10.14455/isec.res.2017.19","title":"AUTOMATION OF A STEEL WALL FRAMING ASSEMBLY","year":2017,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Industrial Automation and Control Systems","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":"Modular design; Framing (construction); Automation; Engineering; Fieldbus; Prefabrication; Manufacturing engineering; Modular construction; Systems engineering; Architectural engineering; Construction engineering; Control system; Computer science; Civil engineering; Mechanical engineering; Operating system; Electrical engineering","score_opus":0.006057444451534178,"score_gpt":0.20329659217684856,"score_spread":0.1972391477253144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011261749","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":[0.99643654,0.00004493754,0.00048050348,0.000061379,0.0008629033,0.00008672727,0.000010424542,0.000112920614,0.0019036643],"genre_scores_gemma":[0.9974294,0.000019376128,0.0023648164,0.0000015009804,0.00014591543,0.0000064756737,0.0000039065603,0.000009973791,0.000018666566],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993386,9.257203e-7,0.0003000175,0.00009402202,0.00017628729,0.00009010223],"domain_scores_gemma":[0.9995109,0.000012240147,0.00020332939,0.00005075039,0.00019102622,0.000031767286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007893961,0.000107260974,0.00016681684,0.00011962807,0.00006450143,0.00009005043,0.00015437395,0.000081628066,0.000011270225],"category_scores_gemma":[0.000086024396,0.00010713314,0.000041039166,0.000033126333,0.000042579322,0.0004708349,0.000023021366,0.00009053469,5.3990834e-7],"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":[0.000052912877,0.00000813184,0.026669718,0.0007346008,0.00043140736,6.74424e-7,0.00062220235,0.009758057,0.7019195,0.14076813,0.000090976086,0.11894371],"study_design_scores_gemma":[0.0007620573,0.000029770947,0.110151574,0.0002335567,0.000024107538,0.00006501365,0.00018098936,0.8300555,0.057457943,0.0003907013,0.00044827405,0.00020051995],"about_ca_topic_score_codex":0.00004521685,"about_ca_topic_score_gemma":8.6560374e-7,"teacher_disagreement_score":0.8202974,"about_ca_system_score_codex":0.000035288424,"about_ca_system_score_gemma":0.0000047737103,"threshold_uncertainty_score":0.43687627},"labels":[],"label_agreement":null},{"id":"W3011974128","doi":"10.14455/isec.res.2017.223","title":"SUSTAINABLE ULTRA-HIGH-PERFORMANCE GLASS CONCRETE FOR INFRASTRUCTURES","year":2017,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":2,"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":"Fineness; Materials science; Quartz; Compressive strength; Glass recycling; Composite material; Cement; Mechanical strength","score_opus":0.004087336106347748,"score_gpt":0.20153417520512706,"score_spread":0.1974468390987793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3011974128","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":[0.99641097,0.000025354235,0.0005720152,0.000025044472,0.0010504918,0.00020301741,0.000031724594,0.000114085924,0.0015672869],"genre_scores_gemma":[0.99217874,0.000059541366,0.007378673,0.0000044012468,0.00023909428,0.000031002146,0.000015335247,0.000022259252,0.00007097218],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992319,4.90256e-7,0.0002744189,0.00014312351,0.00013993339,0.00021014319],"domain_scores_gemma":[0.99929374,0.000016443762,0.00015905201,0.000063028245,0.00043205597,0.00003569437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009074019,0.00017441809,0.00019390318,0.00012528281,0.00015292222,0.00020762446,0.00022529998,0.00007512636,0.000022327109],"category_scores_gemma":[0.00014170303,0.00017189405,0.000029378003,0.000037638918,0.00010417856,0.00078227837,0.000038560687,0.00008648123,3.075109e-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":[0.00008708479,2.75306e-7,0.005273724,0.0009996968,0.00022412538,4.074725e-7,0.00015254419,0.0039980244,0.7326067,0.25055468,0.00009656901,0.0060061705],"study_design_scores_gemma":[0.0011023162,0.00008449629,0.028696636,0.00013127425,0.000028881841,0.00006869066,0.00022577621,0.09025257,0.8759791,0.0017145769,0.001325786,0.00038987276],"about_ca_topic_score_codex":0.000025517307,"about_ca_topic_score_gemma":7.045142e-8,"teacher_disagreement_score":0.24884012,"about_ca_system_score_codex":0.00006168766,"about_ca_system_score_gemma":0.0000074126588,"threshold_uncertainty_score":0.7009636},"labels":[],"label_agreement":null},{"id":"W3049763756","doi":"10.14455/isec.res.2020.7(1).str-28","title":"SEISMIC ISOLATION OF WHOLE CITY QUARTERS FOR AN EFFECTIVE AND PRESERVATIVE RECONSTRUCTION","year":2020,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":2,"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":"Masonry; Quarter (Canadian coin); Constructive; Block (permutation group theory); Civil engineering; Construct (python library); Forensic engineering; Architectural engineering; Geology; Computer science; Engineering; Geography; Archaeology; Mathematics","score_opus":0.0067335772496635495,"score_gpt":0.19741111191506402,"score_spread":0.19067753466540047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3049763756","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":[0.99480784,0.00005856286,0.0044266195,0.00010013223,0.00019419908,0.0001947514,0.0000468342,0.00007708105,0.000093963194],"genre_scores_gemma":[0.989666,0.000028088789,0.010138072,0.0000060536136,0.000117214215,0.000015741402,0.000015968542,0.000010691284,0.0000021560147],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993676,0.0000024830688,0.00025227253,0.00018184954,0.00010394987,0.000091851995],"domain_scores_gemma":[0.9995531,0.000031903735,0.00010831851,0.0000235672,0.00021640437,0.000066695655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000048063357,0.00013984187,0.00020616916,0.000089581605,0.00003707668,0.000029694813,0.000069783346,0.00006599164,0.000007143762],"category_scores_gemma":[0.00005813242,0.00013815722,0.000046893932,0.00011889153,0.00007118946,0.00059351296,0.000016566253,0.00009303313,4.972852e-8],"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":[0.0003949719,0.0000033777285,0.04377574,0.0011819061,0.0007002492,1.2032942e-7,0.0027027752,0.051682476,0.6895873,0.010968566,0.000028161761,0.19897433],"study_design_scores_gemma":[0.00039760553,0.00015964084,0.019465286,0.00004400975,0.0000472941,0.00003153442,0.0005654828,0.9532155,0.025127402,0.0007409401,0.00005570527,0.00014963739],"about_ca_topic_score_codex":0.000015272388,"about_ca_topic_score_gemma":5.545938e-7,"teacher_disagreement_score":0.901533,"about_ca_system_score_codex":0.000020637475,"about_ca_system_score_gemma":0.000002831104,"threshold_uncertainty_score":0.56338876},"labels":[],"label_agreement":null},{"id":"W3193817600","doi":"10.14455/isec.2021.8(1).cpm-04","title":"OPTIMIZING PRODUCTIVITY RATE TO MINIMIZE OVERDRAFT INTEREST PAYMENT IN INFRASTRUCTURE CONSTRUCTION PROJECTS","year":2021,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Construction Project Management and Performance","field":"Decision Sciences","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":"Cash flow; Overdraft; Payment; Profit (economics); Business; Cash; Investment (military); Productivity; Finance; Computer science; Economics; Microeconomics","score_opus":0.02567016380655884,"score_gpt":0.28109321126497255,"score_spread":0.2554230474584137,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3193817600","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":[0.9945013,0.00005716543,0.0009001621,0.001034033,0.0020280976,0.00026095667,0.000016454836,0.000058853057,0.001142983],"genre_scores_gemma":[0.94403714,0.00005077322,0.055470936,0.000036696387,0.00020389576,0.000023791972,0.00000720449,0.000013721073,0.00015582106],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9976492,0.000017690925,0.00078836153,0.00069288956,0.00058803573,0.00026384037],"domain_scores_gemma":[0.99845064,0.000103625694,0.00033297797,0.00013715892,0.0008730388,0.000102532314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059811294,0.00026177525,0.00036650585,0.00081839063,0.00008990408,0.00034405754,0.00030350834,0.000099303375,0.00015693303],"category_scores_gemma":[0.0012595975,0.00024008748,0.0000814363,0.0011207816,0.00012446474,0.0010567864,0.00028592578,0.00028070193,0.0000033292042],"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":[0.0005069849,0.00003570686,0.4515428,0.00021325338,0.00020288592,0.000011300846,0.002360258,0.008786875,0.12785211,0.08871243,0.00028363327,0.31949174],"study_design_scores_gemma":[0.003434865,0.00019530572,0.7291268,0.00069844193,0.000071533344,0.00179834,0.011983066,0.077393405,0.141343,0.018277498,0.01420622,0.0014715398],"about_ca_topic_score_codex":0.00002304911,"about_ca_topic_score_gemma":0.000012126555,"teacher_disagreement_score":0.31802022,"about_ca_system_score_codex":0.00013602318,"about_ca_system_score_gemma":0.000061860614,"threshold_uncertainty_score":0.9790483},"labels":[],"label_agreement":null},{"id":"W4283008401","doi":"10.14455/10.14455/isec.2022.9(1).aae-17","title":"THE PHYSICAL MODEL FOR THE IL PAVILION AND THE USAGE OF ITS DIGITAL TWIN","year":2022,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","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":"","keywords":"Pavilion; Context (archaeology); Computer science; Engineering drawing; Engineering; Civil engineering","score_opus":0.007216449428380293,"score_gpt":0.18700175065181499,"score_spread":0.1797853012234347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283008401","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":[0.9986767,0.00036490985,0.00007268347,0.00030143803,0.00020698206,0.00011385836,0.00011840022,0.000009803467,0.00013523558],"genre_scores_gemma":[0.9996634,0.00006694481,0.00012636044,0.0000058965757,0.000058981266,0.0000061008686,0.000006544967,0.0000016959773,0.000064082924],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995661,0.0000027185847,0.00011280566,0.00008200889,0.0001653338,0.00007108078],"domain_scores_gemma":[0.9996325,0.00018478278,0.00007424064,0.000019536912,0.000074248186,0.000014722344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016263673,0.000061110266,0.0000708679,0.00001489971,0.0002717465,0.000070865004,0.00012935628,0.000010522958,0.0000060683037],"category_scores_gemma":[0.00007212007,0.00002924911,0.000037516304,0.000054519576,0.00013378554,0.00015433041,0.000024409559,0.00008835317,5.6984963e-8],"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":[0.0014641521,0.000010837828,0.08423108,0.00019923627,0.0003917947,2.5871304e-7,0.005338929,0.15748665,0.0055823345,0.15618296,0.00011740917,0.5889944],"study_design_scores_gemma":[0.00027302268,0.000029311146,0.023274023,0.0000060239868,0.000010525571,0.000039366816,0.0009156685,0.9731183,0.00016041232,0.0018440341,0.00028276298,0.00004652518],"about_ca_topic_score_codex":0.000027477145,"about_ca_topic_score_gemma":0.0000026084672,"teacher_disagreement_score":0.8156317,"about_ca_system_score_codex":0.0000032716518,"about_ca_system_score_gemma":0.0000046640844,"threshold_uncertainty_score":0.20900819},"labels":[],"label_agreement":null},{"id":"W4361989600","doi":"10.14455/isec.2022.9(1).aae-17","title":"THE PHYSICAL MODEL FOR THE IL PAVILION AND THE USAGE OF ITS DIGITAL TWIN","year":2022,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Civil and Structural Engineering Research","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":"Pavilion; Context (archaeology); Computer science; Engineering; Engineering drawing; Civil engineering","score_opus":0.0056056820741799416,"score_gpt":0.2045495421631627,"score_spread":0.19894386008898277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4361989600","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":[0.99747413,0.00062801014,0.0008363997,0.0002668706,0.00034694152,0.00021891615,0.000081596285,0.000043401124,0.00010373087],"genre_scores_gemma":[0.9994013,0.00019133458,0.0001887879,0.0000020035934,0.000091056834,0.00006221993,0.00000316381,0.0000124442795,0.00004768868],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933857,0.0000015183215,0.0001784366,0.000101064215,0.00025220655,0.00012822496],"domain_scores_gemma":[0.9995525,0.00022326442,0.00004814894,0.000041070154,0.00011098943,0.00002401375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014348095,0.00010985938,0.00012087196,0.000048455222,0.00019848706,0.000081056976,0.00020763316,0.000018981778,0.0000022325446],"category_scores_gemma":[0.00010027614,0.000061458566,0.00006167997,0.0001014639,0.00015163081,0.00015790491,0.00009903221,0.00019341471,3.4395452e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002948646,0.000004124505,0.00040051588,0.00028882548,0.00032309748,1.4390157e-7,0.0013774328,0.6395676,0.02749753,0.22752447,0.000072355135,0.10264904],"study_design_scores_gemma":[0.0004186257,0.000020714182,0.0010598643,0.000010440713,0.000014964809,0.000054685243,0.00029567862,0.99402404,0.0014697504,0.0020823833,0.0004762188,0.00007265325],"about_ca_topic_score_codex":0.0000039136867,"about_ca_topic_score_gemma":2.4660378e-7,"teacher_disagreement_score":0.35445642,"about_ca_system_score_codex":0.000030068464,"about_ca_system_score_gemma":0.000005648008,"threshold_uncertainty_score":0.25062075},"labels":[],"label_agreement":null},{"id":"W4386375655","doi":"10.14455/10.14455/isec.2023.10(1).enr-01","title":"A STUDY ON THE ECONOMIC ANALYSIS FRAMEWORK OF THE ARCTIC ENERGY PLANT CONSTRUCTION PROJECT","year":2023,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Capital Investment and Risk Analysis","field":"Economics, Econometrics and Finance","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":"Volatility (finance); Profitability index; Cost estimate; Computer science; Context (archaeology); Operations research; Environmental economics; Econometrics; Economics; Engineering; Systems engineering; Finance","score_opus":0.013254766854062452,"score_gpt":0.20587583731682554,"score_spread":0.19262107046276308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386375655","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":[0.9987015,0.00009818552,0.000036091686,0.00021998088,0.0005032789,0.00010250868,0.00007110719,0.000024108527,0.00024320695],"genre_scores_gemma":[0.99942034,0.00017727604,0.00025105695,0.000009048282,0.0000753639,0.00001662871,0.00000715458,0.0000069036005,0.000036194022],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9992453,0.0000025983227,0.00038048797,0.00020301758,0.00007383666,0.00009475967],"domain_scores_gemma":[0.99946,0.00005547853,0.00034236975,0.00007492963,0.00005035723,0.000016887536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014506787,0.00010941585,0.00022722142,0.000451356,0.0000750476,0.000048365197,0.00017212119,0.000046590725,0.000030331748],"category_scores_gemma":[0.000080848826,0.00007649606,0.00014956316,0.0005653111,0.00009715463,0.00010818673,0.00005491458,0.000103975755,0.0000017847802],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000128074635,0.0000048694,0.13856065,0.000009853151,0.00071532285,9.616119e-8,0.00036643044,0.0017906214,0.00008579304,0.8582588,0.000015124455,0.00017967031],"study_design_scores_gemma":[0.00058704935,0.0001802717,0.6037633,0.00010061141,0.0004026537,0.00004621623,0.0070166816,0.2679279,0.0031712214,0.11599722,0.00037883513,0.0004280595],"about_ca_topic_score_codex":0.00047538814,"about_ca_topic_score_gemma":0.000007405633,"teacher_disagreement_score":0.7422615,"about_ca_system_score_codex":0.000072238094,"about_ca_system_score_gemma":0.0000072844487,"threshold_uncertainty_score":0.31194186},"labels":[],"label_agreement":null},{"id":"W4387247278","doi":"10.14455/isec.2023.10(1).enr-01","title":"A STUDY ON THE ECONOMIC ANALYSIS FRAMEWORK OF THE ARCTIC ENERGY PLANT CONSTRUCTION PROJECT","year":2023,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Capital Investment and Risk Analysis","field":"Economics, Econometrics and Finance","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":"Volatility (finance); Profitability index; Computer science; Cost estimate; Context (archaeology); Operations research; Environmental economics; Economics; Econometrics; Engineering; Systems engineering; Finance","score_opus":0.013254766854062452,"score_gpt":0.20587583731682554,"score_spread":0.19262107046276308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387247278","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":[0.9987015,0.00009818552,0.000036091686,0.00021998088,0.0005032789,0.00010250868,0.00007110719,0.000024108527,0.00024320695],"genre_scores_gemma":[0.99942034,0.00017727604,0.00025105695,0.000009048282,0.0000753639,0.00001662871,0.00000715458,0.0000069036005,0.000036194022],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.9992453,0.0000025983227,0.00038048797,0.00020301758,0.00007383666,0.00009475967],"domain_scores_gemma":[0.99946,0.00005547853,0.00034236975,0.00007492963,0.00005035723,0.000016887536],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014506787,0.00010941585,0.00022722142,0.000451356,0.0000750476,0.000048365197,0.00017212119,0.000046590725,0.000030331748],"category_scores_gemma":[0.000080848826,0.00007649606,0.00014956316,0.0005653111,0.00009715463,0.00010818673,0.00005491458,0.000103975755,0.0000017847802],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000128074635,0.0000048694,0.13856065,0.000009853151,0.00071532285,9.616119e-8,0.00036643044,0.0017906214,0.00008579304,0.8582588,0.000015124455,0.00017967031],"study_design_scores_gemma":[0.00058704935,0.0001802717,0.6037633,0.00010061141,0.0004026537,0.00004621623,0.0070166816,0.2679279,0.0031712214,0.11599722,0.00037883513,0.0004280595],"about_ca_topic_score_codex":0.00047538814,"about_ca_topic_score_gemma":0.000007405633,"teacher_disagreement_score":0.7422615,"about_ca_system_score_codex":0.000072238094,"about_ca_system_score_gemma":0.0000072844487,"threshold_uncertainty_score":0.31194186},"labels":[],"label_agreement":null},{"id":"W4399761762","doi":"10.14455/isec.2024.11(2).hos-02","title":"AN EXPLORATION OF PASIFIKA MULTIGENERATIONAL SOCIAL HOUSING","year":2024,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"New Zealand Economic and Social Studies","field":"Economics, Econometrics and Finance","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":"Cohabitation; Quarter (Canadian coin); Sociology; Public housing; Current Population Survey; Population; Public relations; Psychology; Political science; Economic growth; Geography; Demography; Economics","score_opus":0.023858681119335257,"score_gpt":0.2269180050244639,"score_spread":0.20305932390512865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399761762","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":[0.99631524,0.00034867192,0.0016215986,0.00027221662,0.0006698588,0.00004045686,0.00004873678,0.000036284353,0.00064696005],"genre_scores_gemma":[0.99668944,0.00011024611,0.0028225482,0.0000056697613,0.00033463276,0.0000047455474,0.00001146699,0.000007723266,0.000013537244],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99946827,5.1515684e-7,0.0002889166,0.00014487772,0.000032257372,0.00006519562],"domain_scores_gemma":[0.9997929,0.000007854688,0.000105750696,0.000012657504,0.000062742474,0.000018120256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008086779,0.0000705023,0.00014059407,0.00012727389,0.000056547626,0.00006007477,0.000048935413,0.000044487824,0.000021477048],"category_scores_gemma":[0.000016417502,0.00007832033,0.000039736973,0.00006302495,0.000047954625,0.00083091715,0.000012772283,0.000053803782,8.8583937e-7],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001107407,0.000004219108,0.01493672,0.000075109405,0.0000943776,1.0398607e-7,0.0012767668,0.0003580629,0.0036371578,0.97126156,0.00002834272,0.008316499],"study_design_scores_gemma":[0.001396671,0.00022872946,0.13651848,0.00022692716,0.00005260685,0.000050318526,0.005180795,0.57154065,0.014915909,0.25932252,0.0095120985,0.0010543156],"about_ca_topic_score_codex":0.00005487922,"about_ca_topic_score_gemma":0.0000011065531,"teacher_disagreement_score":0.71193904,"about_ca_system_score_codex":0.00003677532,"about_ca_system_score_gemma":0.0000036090664,"threshold_uncertainty_score":0.31938103},"labels":[],"label_agreement":null},{"id":"W4407598732","doi":"10.14455/isec.2019.6(1).str-51","title":"STUDY OF THE COMPOSITE ACTION OF HOLLOWCORE PANELS USED IN GIRDER-SLAB SYSTEM","year":2019,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Innovations in Concrete and Construction Materials","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":"Composite number; Girder; Structural engineering; Slab; Action (physics); Composite material; Materials science; Engineering; Physics","score_opus":0.008630893230012204,"score_gpt":0.20917245890960925,"score_spread":0.20054156567959705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407598732","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":[0.997819,0.000013279565,0.000028790706,0.000006096569,0.0014693764,0.00022967315,0.000011204872,0.000047005193,0.00037559174],"genre_scores_gemma":[0.9992759,0.000006163861,0.00065058784,6.548647e-7,0.00003960697,0.000008117882,0.0000018135325,0.000010882193,0.0000062742624],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991405,0.0000034150328,0.00045611075,0.0001152326,0.00020507709,0.00007966411],"domain_scores_gemma":[0.99952745,0.000017661569,0.00017899027,0.000059449358,0.00020473196,0.0000117064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000084172716,0.00011372165,0.00022182366,0.00021714588,0.000017856295,0.000017167744,0.00013324375,0.000060278227,0.000010225865],"category_scores_gemma":[0.000013749691,0.000098111705,0.000034797664,0.00027557154,0.000040239087,0.00020352047,0.000033595283,0.00010565688,1.9519662e-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":[0.00002161242,0.000005280489,0.2502755,0.00041980308,0.00009811803,1.162156e-7,0.00040817866,0.013148822,0.7232405,0.010685581,0.0000010654409,0.0016954693],"study_design_scores_gemma":[0.0018132209,0.00010968638,0.42974406,0.0005493515,0.000046570924,0.00018399293,0.008436678,0.08082256,0.47784668,0.0001442127,0.000024503935,0.00027848833],"about_ca_topic_score_codex":0.00003666767,"about_ca_topic_score_gemma":9.817406e-7,"teacher_disagreement_score":0.2453938,"about_ca_system_score_codex":0.000054503995,"about_ca_system_score_gemma":0.000006960741,"threshold_uncertainty_score":0.40008792},"labels":[],"label_agreement":null},{"id":"W4407598903","doi":"10.14455/isec.2019.6(1).con-47","title":"APPLICATION OF LEAN METHODS FOR PRODUCTIVITY IMPROVEMENT IN STEEL FABRICATION SHOPS: A CASE STUDY","year":2019,"lang":"en","type":"article","venue":"Proceedings of International Structural Engineering and Construction","topic":"Quality and Supply Management","field":"Business, Management and Accounting","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":"Productivity; Lean manufacturing; Manufacturing engineering; Fabrication; Engineering; Business; Operations management; Medicine; Economics; Economic growth","score_opus":0.009502985797782752,"score_gpt":0.2656748482622402,"score_spread":0.25617186246445744,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407598903","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":[0.9911086,0.0000107951755,0.0074362145,0.00010404878,0.00029883176,0.0008668347,0.0000022694971,0.000025992957,0.00014641446],"genre_scores_gemma":[0.98994166,0.0000015954663,0.009803006,0.000010012342,0.00013561666,0.00008044689,0.000006975393,0.000007941469,0.000012735623],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992449,0.0000011696577,0.00031679738,0.00022628838,0.00012483104,0.00008600346],"domain_scores_gemma":[0.9993564,0.000023049262,0.0002390681,0.000050018094,0.00032568365,0.000005771648],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039894867,0.00009989949,0.00015843271,0.00026950243,0.000024529898,0.000041317693,0.000088848814,0.000028657367,0.000007403698],"category_scores_gemma":[0.00009058468,0.000098813776,0.00003164143,0.0001897559,0.00002201633,0.0005966072,0.00006392539,0.000059382906,2.4979744e-7],"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":[0.00019604567,0.00013218248,0.27687252,0.0017958643,0.00016503758,6.7112325e-7,0.00058075384,0.0024441653,0.118069395,0.17322512,0.000010195912,0.42650807],"study_design_scores_gemma":[0.0031446903,0.00022102335,0.11705881,0.00011696246,0.0001242206,0.00008576155,0.01463554,0.84060514,0.010909377,0.010365374,0.002201763,0.00053133385],"about_ca_topic_score_codex":0.00055309664,"about_ca_topic_score_gemma":0.0000109017865,"teacher_disagreement_score":0.838161,"about_ca_system_score_codex":0.000036547382,"about_ca_system_score_gemma":0.0000034168638,"threshold_uncertainty_score":0.40295088},"labels":[],"label_agreement":null}]}