{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":10,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":10,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"485cbf7a0be3","filters":{"venue":"Bridge Structures"}},"results":[{"id":"W2985498570","doi":"10.3233/brs-190164","title":"Aerodynamic problems of parallel deck bridges","year":2019,"lang":"en","type":"article","venue":"Bridge Structures","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Deck; Aerodynamics; Flutter; Structural engineering; Aerodynamic force; Wind tunnel; Bridge (graph theory); Aeroelasticity; Wake; Engineering; Aerospace engineering","authors":[{"name":"Stoyan Stoyanoff","is_ca":true},{"name":"Pierre-Olivier Dallaire","is_ca":true},{"name":"Zachary J. Taylor","is_ca":true},{"name":"G.L. Larose","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006279613659220133,"gpt":0.2042485171723899,"spread":0.1979689035131697,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005798148,0.0004535319,0.0006306641,0.0006207444,0.0009373011,0.001327716,0.0006362597,0.001530141,0.003191545],"category_scores_gemma":[0.0009648628,0.0004438673,0.0005806463,0.0002884417,0.0008879628,0.000888077,0.001486632,0.0009846799,0.0006864818],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004475468,"about_ca_system_score_gemma":0.0004791429,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001177808,"about_ca_topic_score_gemma":0.0008653958,"domain_scores_codex":[0.9994385,0.00008582074,0.00001945821,0.0001192706,0.0002247857,0.0001121502],"domain_scores_gemma":[0.9997193,0.00007855676,0.00003745848,0.00004396623,0.00007003448,0.00005063306],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003454448,0.0002866904,0.01073813,0.0003182817,0.0001374925,0.002005009,0.0005473586,0.7423728,0.0594429,0.06157859,0.005881568,0.1163457],"study_design_scores_gemma":[0.000082304,0.0003887274,0.009323033,0.0000525803,0.00003115488,0.001177334,0.0005177198,0.9506928,0.005487007,0.01895595,0.01323935,0.00005202117],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8535317,0.002389082,0.0859133,0.0009154197,0.0006755252,0.0001192473,0.00017141,0.0001846054,0.05609978],"genre_scores_gemma":[0.9768873,0.0006702691,0.00905468,0.00007659387,0.0001015016,0.0000477653,0.000142475,0.0000283849,0.01299097],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003191545,"threshold_uncertainty_score":0.01067674,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2150895796","doi":"10.3233/brs-150086","title":"Development and study of deck joints in prefabricated concrete bulb-tee bridge girders: Experimental evaluation","year":2015,"lang":"en","type":"article","venue":"Bridge Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"Ministère des Transports","keywords":"Girder; Precast concrete; Flange; Structural engineering; Deck; Engineering; Bridge (graph theory); Slab; Joint (building)","authors":[{"name":"Hamdy M. Afefy","is_ca":true},{"name":"Khaled Sennah","is_ca":true},{"name":"Siyin Tu","is_ca":true},{"name":"Mohamed A. Ismail","is_ca":false},{"name":"Reza Kianoush","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06738421315132677,"gpt":0.3058931567434273,"spread":0.2385089435921006,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007997425,0.0005063965,0.0003252466,0.0004523933,0.0003123962,0.0001617022,0.0005919052,0.0005342876,0.001501418],"category_scores_gemma":[0.001202974,0.0003380426,0.0002870809,0.0002713589,0.0005680418,0.0003015795,0.0004997832,0.000514088,0.0002648947],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002399084,"about_ca_system_score_gemma":0.0002305133,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009462275,"about_ca_topic_score_gemma":0.002119612,"domain_scores_codex":[0.9992631,0.0001127236,0.00003583489,0.0001218606,0.0003498223,0.0001165704],"domain_scores_gemma":[0.9991313,0.000189491,0.0001355845,0.000211819,0.0002325574,0.00009924947],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004479528,0.001007423,0.006039896,0.0001871303,0.00001739522,0.000181789,0.0005059508,0.01304308,0.9658776,0.0002251522,0.00005716078,0.0124096],"study_design_scores_gemma":[0.0001021109,0.01807837,0.03565031,0.00002146867,0.00004225922,0.0001617316,0.0003239059,0.01433729,0.9298223,0.00007623653,0.001353542,0.00003045763],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981189,0.00002213879,0.001546771,0.000001977793,0.000004328998,0.00002711477,0.00002815001,0.000016814,0.0002338308],"genre_scores_gemma":[0.9958894,0.00003167195,0.003377786,0.000002807075,0.000001523573,0.00002184397,0.00006652926,0.00000839008,0.0006000816],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001501418,"threshold_uncertainty_score":0.005022705,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2161606146","doi":"10.3233/brs-150087","title":"Development and study of deck joints in prefabricated concrete bulb-tee bridge girders: Conceptual design","year":2015,"lang":"en","type":"article","venue":"Bridge Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Precast concrete; Girder; Flange; Deck; Structural engineering; Engineering; Bridge (graph theory); Prestressed concrete","authors":[{"name":"Khaled Sennah","is_ca":true},{"name":"Hamdy M. Afefy","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.07198824591342276,"gpt":0.2698548557022801,"spread":0.1978666097888574,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005160897,0.0002925165,0.0001942309,0.0003706088,0.0001562722,0.0003487952,0.0006555889,0.0003860756,0.001073828],"category_scores_gemma":[0.0006288002,0.0002894323,0.000234277,0.0002058935,0.0005069224,0.0002510369,0.0002776074,0.0002761063,0.0001817003],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002906664,"about_ca_system_score_gemma":0.0004754315,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005213562,"about_ca_topic_score_gemma":0.0009212883,"domain_scores_codex":[0.9996895,0.00005573987,0.00002109116,0.00005029295,0.0001537287,0.00002975726],"domain_scores_gemma":[0.9997721,0.00004819858,0.00004194721,0.00004275191,0.00007394204,0.00002104063],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0001926221,0.0002773783,0.01019265,0.0005877484,0.00002707425,0.0005337618,0.0005775883,0.4984089,0.4010713,0.01166942,0.0002573733,0.07620426],"study_design_scores_gemma":[0.0001245834,0.007767753,0.03030601,0.00009312249,0.00006869146,0.001002096,0.0004739923,0.6632381,0.2835414,0.002682685,0.01063761,0.00006395919],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8268028,0.0001820968,0.1675673,0.00002038148,0.00001845515,0.0002437659,0.00006397377,0.0001592914,0.004941851],"genre_scores_gemma":[0.9547128,0.00008793715,0.0438333,0.000002652746,0.000001665169,0.00006168839,0.00003350708,0.00001223924,0.001254041],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001073828,"threshold_uncertainty_score":0.003592372,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1513389492","doi":"10.3233/brs-2012-0039","title":"A conceptual framework for a bridge management system for the United Arab Emirates","year":2012,"lang":"en","type":"article","venue":"Bridge Structures","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Bridge (graph theory); Engineering; Construction engineering; Forensic engineering; Transport engineering; Management system; Engineering management; Civil engineering; Operations management; Medicine","authors":[{"name":"Sherif Yehia","is_ca":false},{"name":"Akmal Abdelfatah","is_ca":false},{"name":"Saleh Abu Dabous","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02202069861855017,"gpt":0.2618407664351126,"spread":0.2398200678165625,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003811924,0.0007271965,0.0003298749,0.002240961,0.003783575,0.01070109,0.002404466,0.003638949,0.007503688],"category_scores_gemma":[0.002493708,0.0004914491,0.000769378,0.001912741,0.004247714,0.007347047,0.004534214,0.002193595,0.001072866],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.006430811,"about_ca_system_score_gemma":0.01083823,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03885673,"about_ca_topic_score_gemma":0.02953655,"domain_scores_codex":[0.9984311,0.0006194538,0.0001496283,0.0002431228,0.0002964166,0.0002603136],"domain_scores_gemma":[0.9986364,0.0002468049,0.0001693797,0.00007267403,0.0005145907,0.0003600331],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.000008140714,0.00006348711,0.0009665872,0.00008087342,0.00001433336,0.0003484325,0.002885622,0.005648446,0.0004682217,0.9769368,0.002923978,0.009655208],"study_design_scores_gemma":[0.00008073628,0.0003094784,0.005254494,0.001908826,0.00009469303,0.001293949,0.03666766,0.1176532,0.001104643,0.3915207,0.4439749,0.0001366977],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.07789722,0.002393351,0.5519561,0.02920345,0.0007409987,0.001324679,0.0006108049,0.0008870318,0.3349863],"genre_scores_gemma":[0.618975,0.001759671,0.3505143,0.001346797,0.0001731883,0.001240243,0.0006826998,0.00008160898,0.02522657],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.03885673,"threshold_uncertainty_score":0.07726115,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2532087501","doi":"10.3233/brs-160094","title":"Vehicle roll-over stability in strong winds on long-span bridges","year":2016,"lang":"en","type":"article","venue":"Bridge Structures","topic":"Aerodynamics and Fluid Dynamics Research","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Truck; Deck; Bridge (graph theory); Crosswind; Wind speed; Engineering; Span (engineering); Wind tunnel; Suspension (topology); Trailer; Marine engineering; Structural engineering; Environmental science; Automotive engineering; Meteorology; Aerospace engineering; Geography","authors":[{"name":"Stoyan Stoyanoff","is_ca":true},{"name":"Pierre-Olivier Dallaire","is_ca":true},{"name":"Ted Zoli","is_ca":false},{"name":"Gus Daly","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01623094829460348,"gpt":0.257898200475677,"spread":0.2416672521810735,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003104805,0.0003609596,0.0002115208,0.000318625,0.000214435,0.0004020843,0.0001781308,0.0004520725,0.0002970701],"category_scores_gemma":[0.0007684515,0.0001621167,0.0003046066,0.0001477045,0.0002556218,0.000307262,0.0003209546,0.0002254853,0.0001103566],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002239978,"about_ca_system_score_gemma":0.0001701564,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007580842,"about_ca_topic_score_gemma":0.005818674,"domain_scores_codex":[0.999869,0.00002876339,0.000007078102,0.0000249115,0.00003848219,0.00003181061],"domain_scores_gemma":[0.9997693,0.00006762789,0.00006638831,0.00002460342,0.00005108893,0.00002101538],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002582913,0.00009903363,0.06780224,0.00002820322,0.00003653337,0.000367302,0.0001511095,0.8905922,0.03174108,0.0003229266,0.0001562567,0.008444884],"study_design_scores_gemma":[0.000004778449,0.0002352833,0.03519073,0.000006889108,0.000007440233,0.00003800145,0.00007716146,0.9598936,0.004383804,0.00008476743,0.0000664365,0.0000110436],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9962103,0.00002104971,0.003340871,0.000006675337,0.000002196495,0.000004814907,0.0000293347,0.00001943955,0.0003652992],"genre_scores_gemma":[0.9997066,0.0000109378,0.0001518579,0.000001104848,6.521096e-7,0.000001883518,0.00003087562,0.000001341439,0.00009487279],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007580842,"threshold_uncertainty_score":0.01507342,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4383558604","doi":"10.3233/brs-230210","title":"Buffeting response analysis – the stack state-space approach","year":2023,"lang":"en","type":"article","venue":"Bridge Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Aeroelasticity; Aerodynamics; Structural engineering; Engineering; Bridge (graph theory); Aerodynamic force; State space; Deck; Stack (abstract data type); Computer science; Aerospace engineering; Mathematics","authors":[{"name":"Stoyan Stoyanoff","is_ca":true},{"name":"Zachary J. Taylor","is_ca":true},{"name":"Pierre-Olivier Dallaire","is_ca":true},{"name":"Guy L. Larose","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01561244583726,"gpt":0.2474554675077317,"spread":0.2318430216704717,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004957951,0.0008518111,0.0004550139,0.000925228,0.0003476312,0.0009475834,0.0006239777,0.0007006767,0.003835926],"category_scores_gemma":[0.0009239827,0.000222972,0.0009059652,0.0005555281,0.0005668222,0.0008059526,0.0007048475,0.0006557657,0.000518256],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003478958,"about_ca_system_score_gemma":0.0004917994,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003678121,"about_ca_topic_score_gemma":0.001911278,"domain_scores_codex":[0.999723,0.0001006909,0.0000122336,0.00003716495,0.00008677745,0.00004006871],"domain_scores_gemma":[0.999746,0.0001207308,0.00003203856,0.00003259105,0.00005974152,0.00000884864],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006941773,0.00005485067,0.001283602,0.00007262009,0.00005395185,0.00008437142,0.00009511817,0.9164227,0.006672997,0.02948429,0.0005029741,0.04520307],"study_design_scores_gemma":[0.000001325039,0.00002653814,0.0002068912,0.000004073896,0.00000461514,0.000005999116,0.00001706953,0.9952893,0.0006275779,0.003489051,0.0003228183,0.00000475215],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0354504,0.00009456312,0.9568092,0.00006565198,0.00001648538,0.00004693413,0.0001016244,0.0003323087,0.007082832],"genre_scores_gemma":[0.9403421,0.0003388888,0.05218285,0.00006761321,0.00003981731,0.0001925982,0.0003365722,0.00007821684,0.006421369],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003835926,"threshold_uncertainty_score":0.0128324,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4393068018","doi":"10.3233/brs-240220","title":"Lok-Test and Capo-Test pullout for in-situ concrete strength","year":2024,"lang":"en","type":"article","venue":"Bridge Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Engineering; Test (biology); Structural engineering; Forensic engineering; Geotechnical engineering; Geology","authors":[{"name":"Claus Germann Petersen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01196196691344315,"gpt":0.2478310290251508,"spread":0.2358690621117077,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002530655,0.002622346,0.0009852941,0.004770463,0.0006807253,0.001091241,0.002240078,0.001467207,0.0182897],"category_scores_gemma":[0.006469233,0.0007490188,0.0007418978,0.002539661,0.0009400608,0.001714321,0.001793082,0.001405818,0.007921793],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007190926,"about_ca_system_score_gemma":0.000769132,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001262609,"about_ca_topic_score_gemma":0.004152732,"domain_scores_codex":[0.9916365,0.0009392273,0.0003708749,0.0011743,0.00556741,0.0003117528],"domain_scores_gemma":[0.989622,0.001401593,0.001669468,0.001637616,0.005014182,0.0006552392],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001748613,0.000951237,0.04985759,0.002256193,0.0002010722,0.0005617485,0.0009608844,0.005955983,0.6408268,0.00645923,0.02056845,0.2696522],"study_design_scores_gemma":[0.0001363349,0.003057144,0.1247164,0.0002329776,0.0002247568,0.002212238,0.000553178,0.02124035,0.7808567,0.00161542,0.06460496,0.0005493758],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.357923,0.003194378,0.4858135,0.0003827846,0.001450463,0.001818794,0.01152407,0.01358393,0.124309],"genre_scores_gemma":[0.7318902,0.00108694,0.1848946,0.0005906033,0.0002126707,0.002162743,0.01088403,0.002466644,0.06581154],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.0182897,"threshold_uncertainty_score":0.06118512,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4390102992","doi":"10.3233/brs-230216","title":"Bronx-Whitestone Bridge: Vertical median barrier extension enhances aerodynamics","year":2023,"lang":"en","type":"article","venue":"Bridge Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Structural engineering; Orthotropic material; Engineering; Aerodynamics; Deck; Stiffening; Girder; Bridge (graph theory); Wind tunnel; Box girder; Flutter; Finite element method; Aerospace engineering","authors":[{"name":"Gavin Daly","is_ca":false},{"name":"Ted Zoli","is_ca":false},{"name":"Stoyan Stoyanoff","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01358276498320884,"gpt":0.253885577624225,"spread":0.2403028126410161,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003026336,0.0006100467,0.0003189593,0.0003959555,0.0003657338,0.0007237066,0.000771788,0.0006205628,0.007334406],"category_scores_gemma":[0.0003087302,0.0002276421,0.0003733526,0.0001570298,0.0003861993,0.0005371658,0.001006225,0.0006827654,0.001551825],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000273789,"about_ca_system_score_gemma":0.0007335785,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001105764,"about_ca_topic_score_gemma":0.003019118,"domain_scores_codex":[0.9997771,0.00001571012,0.000007761815,0.00004035067,0.0001023506,0.00005666669],"domain_scores_gemma":[0.9998566,0.00001105984,0.00001669483,0.00001468223,0.00005124535,0.00004968343],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001014973,0.0008200451,0.009900182,0.0006758321,0.00006878337,0.001826649,0.0003566303,0.03034104,0.7961947,0.01579333,0.006868105,0.1361396],"study_design_scores_gemma":[0.0006969796,0.0200626,0.1320784,0.0005337325,0.0003031053,0.007515462,0.001010542,0.1516685,0.4543281,0.00568243,0.2257651,0.0003548956],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8611784,0.0006658914,0.06703589,0.0003515143,0.0004178228,0.0002872394,0.0005139685,0.001034084,0.06851515],"genre_scores_gemma":[0.9477748,0.0002735834,0.02579558,0.00011307,0.00004296977,0.0001450069,0.0003992415,0.00008845418,0.02536732],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007334406,"threshold_uncertainty_score":0.02453607,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W596341056","doi":"10.3233/brs-2010-012","title":"Using search based optimization algorithms in Bridge Weigh-In-Motion systems","year":2010,"lang":"en","type":"article","venue":"Bridge Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Dalhousie University","funders":"","keywords":"Bridge (graph theory); Engineering; Weigh in motion; Algorithm; Optimization algorithm; Computer science; Mathematical optimization; Aerospace engineering; Mathematics; Truck; Biology","authors":[{"name":"Rahman Edalatmanesh","is_ca":true},{"name":"John Newhook","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04307736757745545,"gpt":0.3261153912240717,"spread":0.2830380236466163,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005121703,0.0006842894,0.0007368827,0.0005982855,0.0003384999,0.0005556231,0.0004486157,0.000700802,0.001511349],"category_scores_gemma":[0.00191193,0.0004049335,0.000290703,0.0005732321,0.0004490286,0.0007462921,0.0005067613,0.0004939312,0.0003644945],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003129993,"about_ca_system_score_gemma":0.0005539234,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003934718,"about_ca_topic_score_gemma":0.003261507,"domain_scores_codex":[0.9997663,0.0001003095,0.00001222757,0.00003298558,0.00007187857,0.00001624486],"domain_scores_gemma":[0.999472,0.0003645568,0.00005536203,0.00002099495,0.00007622675,0.00001090596],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002367592,0.00002102409,0.0001944656,0.00003154696,0.00002177283,0.00001595884,0.00002269267,0.9388903,0.001445438,0.007660035,0.0003279203,0.05134504],"study_design_scores_gemma":[0.000002610373,0.000007486549,0.00004633953,0.000001720429,0.000001348015,0.000002715822,0.000001676504,0.9984781,0.0001976306,0.00108073,0.0001777759,0.00000182148],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.005766456,0.0001159575,0.9929894,0.00003974057,0.000008694436,0.00001427244,0.00001298403,0.0001227593,0.0009296898],"genre_scores_gemma":[0.4786198,0.0003870536,0.5147741,0.00008554203,0.00005484927,0.0003322799,0.0001492583,0.0001654115,0.005431839],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003934718,"threshold_uncertainty_score":0.007823646,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1516919860","doi":"10.3233/brs-130054","title":"Pedestrian bridge loads","year":2013,"lang":"en","type":"article","venue":"Bridge Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Pedestrian; Bridge (graph theory); Engineering; Forensic engineering; Transport engineering; Structural engineering; Civil engineering; Medicine","authors":[{"name":"Sarah J. Rothwell","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01157829567374991,"gpt":0.2168208788801347,"spread":0.2052425832063848,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001294917,0.001016433,0.0005399794,0.002570257,0.001093703,0.002043565,0.0009072807,0.0008785713,0.01144226],"category_scores_gemma":[0.001987804,0.0002640291,0.0003472117,0.001878047,0.001477464,0.001260076,0.002034564,0.0007524822,0.003361238],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001316073,"about_ca_system_score_gemma":0.001139521,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002051295,"about_ca_topic_score_gemma":0.00382028,"domain_scores_codex":[0.9985134,0.0001983207,0.0001091883,0.000197976,0.0008471238,0.0001339384],"domain_scores_gemma":[0.999324,0.0001120133,0.00007811227,0.0000337883,0.0004065608,0.0000455568],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002269009,0.0001042329,0.00700608,0.001255666,0.00002973736,0.0003846239,0.001931511,0.01105169,0.005297798,0.2722584,0.05395518,0.646498],"study_design_scores_gemma":[0.00002130009,0.0006911604,0.01738579,0.002048871,0.00006388398,0.001708384,0.002386018,0.006018045,0.006581348,0.07047373,0.8925084,0.000112973],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.05657692,0.0362256,0.1352725,0.002082001,0.002927585,0.0002085111,0.0007960626,0.0006203497,0.7652905],"genre_scores_gemma":[0.7145239,0.03931746,0.03306966,0.00144209,0.001402214,0.0003996894,0.001293647,0.0003238673,0.2082276],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01144226,"threshold_uncertainty_score":0.03827822,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}