{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":12,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":12,"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":"cd3d85877785","filters":{"venue":"Bulletin of the New Zealand Society for Earthquake Engineering"}},"results":[{"id":"W767465248","doi":"10.5459/bnzsee.44.4.239-278","title":"Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttelton) earthquake","year":2011,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":340,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Aftershock; Reinforced concrete; Seismology; Geology; Forensic engineering; Engineering; Structural engineering","authors":[{"name":"Weng Yuen Kam","is_ca":false},{"name":"Stefano Pampanin","is_ca":false},{"name":"Ken Elwood","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007891728797677628,"gpt":0.1820868453298798,"spread":0.1741951165322022,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003085257,0.0005584885,0.0004019946,0.001276344,0.001143402,0.0009670897,0.0005285923,0.0007018596,0.002061924],"category_scores_gemma":[0.001226152,0.0003549405,0.0001535047,0.00119067,0.0007215449,0.0003494064,0.0007898764,0.0004135763,0.0007444946],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002377994,"about_ca_system_score_gemma":0.0006952507,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.2151483,"about_ca_topic_score_gemma":0.4350854,"domain_scores_codex":[0.9993811,0.00004884893,0.00003192684,0.0001150965,0.0002208649,0.0002021728],"domain_scores_gemma":[0.9990028,0.00007885911,0.0002289784,0.00005886773,0.0002943176,0.0003362282],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.001568057,0.0004105347,0.9173353,0.0001426167,0.0001133795,0.004153802,0.009169612,0.006653356,0.03959153,0.0001813386,0.002161506,0.01851906],"study_design_scores_gemma":[0.000004382731,0.0002446011,0.9962846,0.000009468524,0.000006528544,0.0001517528,0.001564272,0.0005424143,0.0006996092,0.000005084843,0.000472527,0.00001463157],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990162,0.00002727357,0.00001598602,0.000008347827,0.000001889638,0.000007402037,0.0002429328,0.000004927567,0.0006750384],"genre_scores_gemma":[0.9988993,0.00003069978,0.00004217103,0.0000045574,0.000003411294,0.000005668077,0.0004507141,0.000003229973,0.000560159],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2151483,"threshold_uncertainty_score":0.427792,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2147944649","doi":"10.5459/bnzsee.44.4.279-296","title":"Performance of masonry buildings and churches in the 22 February 2011 Christchurch earthquake","year":2011,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":147,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia; University of Calgary","funders":"","keywords":"Masonry; Unreinforced masonry building; Forensic engineering; Masonry veneer; Engineering; Civil engineering","authors":[{"name":"Dmytro Dizhur","is_ca":false},{"name":"Jason Ingham","is_ca":false},{"name":"Lisa Moon","is_ca":false},{"name":"Michael Griffith","is_ca":false},{"name":"Arturo E. Schultz","is_ca":false},{"name":"Ilaria Senaldi","is_ca":false},{"name":"Guido Magenes","is_ca":false},{"name":"Jocelyn Dickie","is_ca":true},{"name":"Shelley L. Lissel","is_ca":true},{"name":"José A. Centeno","is_ca":true},{"name":"Carlos E. Ventura","is_ca":true},{"name":"João C. Leite","is_ca":false},{"name":"Paulo B. Lourénço","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008502375877558681,"gpt":0.1753799194042741,"spread":0.1668775435267154,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044073,0.0003722988,0.0003567289,0.0008763152,0.001411849,0.0008400137,0.0004893419,0.0006186833,0.002027645],"category_scores_gemma":[0.001665685,0.0004700618,0.00017515,0.0008929856,0.0006814003,0.0003714612,0.0009992574,0.0004288428,0.0005947985],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001777545,"about_ca_system_score_gemma":0.000618591,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.2400141,"about_ca_topic_score_gemma":0.5777653,"domain_scores_codex":[0.9995257,0.00006166725,0.00002475876,0.00007400945,0.0001612463,0.000152671],"domain_scores_gemma":[0.9993336,0.0000835755,0.0001296041,0.00005472543,0.0002219272,0.0001765309],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.001226699,0.0003751293,0.8940666,0.0001913056,0.0001241686,0.00324026,0.01514472,0.006625273,0.04369381,0.0002526366,0.001732663,0.03332661],"study_design_scores_gemma":[0.000003522185,0.0001826092,0.9957603,0.000007304772,0.000006451451,0.0001266533,0.00209224,0.0005178956,0.0008054127,0.000008355968,0.0004779712,0.00001125601],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992482,0.00002305108,0.00001874086,0.00001096967,0.000001170471,0.000005726387,0.0001213835,0.000003069303,0.0005677483],"genre_scores_gemma":[0.9986749,0.00004460424,0.00006737668,0.000004731397,0.00000188228,0.000005284601,0.0002461915,0.00000366275,0.0009512156],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2400141,"threshold_uncertainty_score":0.4772341,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2488783805","doi":"10.5459/bnzsee.33.4.403-420","title":"Understanding torsional phenomena in ductile systems","year":2000,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Universidad Nacional de Cuyo; McMaster University; University of California, San Diego; Technion-Israel Institute of Technology; University of Canterbury","keywords":"Identification (biology); Set (abstract data type); Code (set theory); Computer science; Construction engineering; Engineering; Programming language","authors":[{"name":"Tom Paulay","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01367556511395512,"gpt":0.1823725828461177,"spread":0.1686970177321626,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002803804,0.0004321705,0.0004277244,0.0007242662,0.0002913295,0.0007071377,0.0005313025,0.0004992934,0.004248789],"category_scores_gemma":[0.001230369,0.0002114825,0.0002024193,0.0004613085,0.001393056,0.001763713,0.0008742049,0.0007643863,0.0004995779],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002513991,"about_ca_system_score_gemma":0.0001736274,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008697672,"about_ca_topic_score_gemma":0.0007303607,"domain_scores_codex":[0.9998996,0.00002874826,0.0000062134,0.00001675792,0.00003258677,0.00001610369],"domain_scores_gemma":[0.9997168,0.0001296329,0.00006626314,0.00003386685,0.00003613841,0.00001723724],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00007404933,0.00006938568,0.005972058,0.0005995162,0.00003351038,0.0006743191,0.002298212,0.3760363,0.05005063,0.4838274,0.001226512,0.07913816],"study_design_scores_gemma":[0.00001241288,0.0001403251,0.009408717,0.00009629229,0.00001282884,0.0004921904,0.0007732004,0.6035481,0.004119242,0.3687664,0.0125748,0.00005542742],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3665954,0.004672924,0.5819688,0.0009874281,0.0001167705,0.00006142701,0.0001822167,0.0003324033,0.04508248],"genre_scores_gemma":[0.973053,0.003701983,0.01723597,0.00005329927,0.0001295622,0.00003905003,0.00009452383,0.0000533257,0.00563935],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004248789,"threshold_uncertainty_score":0.01421362,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3169220139","doi":"10.5459/bnzsee.54.2.58-68","title":"Expected seismic performance of gravity dams using machine learning techniques","year":2021,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Fragility; Metamodeling; Probabilistic logic; Computer science; Limit (mathematics); Reduction (mathematics); Reliability engineering; Engineering; Mathematics; Artificial intelligence","authors":[{"name":"Rocio L. Segura","is_ca":true},{"name":"Jamie E. Padgett","is_ca":false},{"name":"Patrick Paultre","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006175444124802892,"gpt":0.193424835707617,"spread":0.1872493915828141,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001095674,0.000646821,0.0004380781,0.001123071,0.0001683523,0.0005353084,0.0005222387,0.0006767294,0.001124708],"category_scores_gemma":[0.003872414,0.0001819338,0.0005361954,0.0005746996,0.0002355195,0.0005665276,0.0003720187,0.0005552467,0.0002857333],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005656626,"about_ca_system_score_gemma":0.0003819582,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00330155,"about_ca_topic_score_gemma":0.002823922,"domain_scores_codex":[0.9997491,0.00009119718,0.00001908888,0.00005621212,0.00005822026,0.00002609051],"domain_scores_gemma":[0.9983871,0.001135816,0.0001591313,0.00008235141,0.0001982506,0.00003731994],"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":[0.00003536048,0.00002602487,0.002485224,0.00001787072,0.0000162331,0.00001559988,0.00001086387,0.9729241,0.0003534366,0.0004550226,0.0001530105,0.02350725],"study_design_scores_gemma":[6.104186e-7,0.000009263924,0.0004198971,0.000001402732,0.000001081167,0.0000025078,0.000001554036,0.9992101,0.0001292244,0.0002035127,0.00001943719,0.000001514186],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4486588,0.0004498244,0.5462173,0.0002458703,0.00002751726,0.00005664635,0.00044002,0.0008752036,0.003028885],"genre_scores_gemma":[0.9754788,0.000124034,0.02327663,0.0000167519,0.00001625556,0.00003988137,0.000399702,0.00001960368,0.0006282875],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00330155,"threshold_uncertainty_score":0.006564677,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2971547384","doi":"10.5459/bnzsee.44.3.123-166","title":"The M8.8 Chile earthquake, 27 February 2010","year":2011,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Subduction; Geology; Seismology; Plate tectonics; Margin (machine learning); Tectonics; Geography","authors":[{"name":"Hugh Cowan","is_ca":false},{"name":"Graeme Beattie","is_ca":false},{"name":"Katherine Hill","is_ca":false},{"name":"Noel Evans","is_ca":false},{"name":"Craig McGhie","is_ca":false},{"name":"Gary Gibson","is_ca":false},{"name":"Graeme Lawrance","is_ca":false},{"name":"J. C. Hamilton","is_ca":false},{"name":"Penny Allan","is_ca":false},{"name":"Martin Bryant","is_ca":false},{"name":"Mike Davis","is_ca":false},{"name":"Clark Hyland","is_ca":false},{"name":"Claudio Oyarzo-Vera","is_ca":false},{"name":"Patricio Quintana Gallo","is_ca":false},{"name":"Peter J. Smith","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01322535176896314,"gpt":0.180015420848262,"spread":0.1667900690792988,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001854403,0.0002923384,0.000171143,0.0008358892,0.000754364,0.0009390568,0.0002492413,0.0004138716,0.005244408],"category_scores_gemma":[0.0009414541,0.0001208756,0.0001035709,0.001398486,0.0002652715,0.0004008198,0.00107411,0.0004516302,0.001544795],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001929086,"about_ca_system_score_gemma":0.002031744,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.06821153,"about_ca_topic_score_gemma":0.1667698,"domain_scores_codex":[0.9998857,0.000007654651,0.000007969056,0.00001062666,0.00006302381,0.00002496333],"domain_scores_gemma":[0.9998397,0.00001195095,0.00004725232,0.00001038795,0.00006535668,0.00002541937],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"observational","study_design_scores_codex":[0.0004405114,0.0001604078,0.1175819,0.001888527,0.00005600318,0.004981664,0.0196664,0.000744529,0.01066045,0.004677727,0.6001863,0.2389556],"study_design_scores_gemma":[0.0000254411,0.00005597212,0.3618093,0.0003065748,0.00001097751,0.0003792594,0.005155162,0.00009456999,0.001258665,0.0002965025,0.6305816,0.00002612181],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5817688,0.006885252,0.0005827201,0.009318099,0.001202579,0.0004746729,0.03862138,0.0004474091,0.3606991],"genre_scores_gemma":[0.7312382,0.01801077,0.001478058,0.001442105,0.0009360275,0.0004040536,0.04588121,0.0001448188,0.2004648],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06821153,"threshold_uncertainty_score":0.135629,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2969439485","doi":"10.5459/bnzsee.48.1.31-40","title":"URM bearing wall building seismic risk mitigation on the west coast of the United States","year":2015,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Read Jones Christoffersen (Canada)","funders":"","keywords":"Unreinforced masonry building; Demolition; Seismic risk; Forensic engineering; Masonry; Risk management; Civil engineering; Engineering; Business; Finance","authors":[{"name":"Brandon Paxton","is_ca":true},{"name":"Fred Turner","is_ca":false},{"name":"Ken Elwood","is_ca":false},{"name":"Jason Ingham","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008133191878991947,"gpt":0.1899614273188288,"spread":0.1818282354398369,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002991425,0.0001223258,0.00008277154,0.0003300372,0.0004638919,0.0003402306,0.0003016278,0.0001514953,0.001796347],"category_scores_gemma":[0.0006645962,0.00006805403,0.00004782738,0.0004235606,0.000240007,0.0002353368,0.000484558,0.0002663554,0.0001816272],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001165108,"about_ca_system_score_gemma":0.001746125,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.2034543,"about_ca_topic_score_gemma":0.4966508,"domain_scores_codex":[0.9998074,0.00005856251,0.000007476525,0.00001680541,0.0000794743,0.00003019664],"domain_scores_gemma":[0.9995828,0.00005100774,0.00008710702,0.00003063114,0.0001780152,0.00007043938],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0005127306,0.0007439745,0.3766666,0.0003039697,0.00007595867,0.001202593,0.004481391,0.01224459,0.01463021,0.006241038,0.0342672,0.5486298],"study_design_scores_gemma":[0.00002585651,0.0005358332,0.9401177,0.0001824585,0.00003957965,0.0001787643,0.008603903,0.006250736,0.003591124,0.000592466,0.03985987,0.00002178304],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9739925,0.0005034269,0.000410328,0.0009123997,0.00001617137,0.00003341034,0.000396852,0.00003988993,0.02369511],"genre_scores_gemma":[0.9935494,0.0006464069,0.000783321,0.0000818488,0.000004806027,0.00001310748,0.0003498247,0.000005344318,0.00456592],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2034543,"threshold_uncertainty_score":0.4045402,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2978992173","doi":"10.5459/bnzsee.42.2.129-141","title":"The Mw 6.7 George Sound earthquake of October 15, 2007","year":2009,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Geology; Seismology; Aftershock; Seismometer; Subduction; Epicenter; Fault plane; Fault (geology); Earthquake rupture; Moment tensor; North American Plate; Submarine pipeline; Tectonics; Oceanography","authors":[{"name":"Tanja Petersen","is_ca":false},{"name":"John Ristau","is_ca":false},{"name":"John Beavan","is_ca":false},{"name":"Paul Denys","is_ca":false},{"name":"Mike Denham","is_ca":false},{"name":"Bryan Field","is_ca":false},{"name":"C. Francois-Holden","is_ca":false},{"name":"R. McCaffrey","is_ca":false},{"name":"N. Palmer","is_ca":false},{"name":"Martin Reyners","is_ca":false},{"name":"Sergey Samsonov","is_ca":true},{"name":"The GeoNet team","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00755470961176018,"gpt":0.1941540646197527,"spread":0.1865993550079925,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001817155,0.0001997063,0.0001938261,0.0004774182,0.0005992539,0.0004266054,0.0002109868,0.0005291008,0.001912299],"category_scores_gemma":[0.0006186187,0.0000916185,0.00009560846,0.0004402576,0.000480124,0.0002155074,0.0008760977,0.0004996419,0.0006474124],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001200719,"about_ca_system_score_gemma":0.001142043,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.07387516,"about_ca_topic_score_gemma":0.2465998,"domain_scores_codex":[0.9998549,0.000006118302,0.000007191851,0.00001631452,0.00008046334,0.00003501712],"domain_scores_gemma":[0.9997299,0.00001099526,0.00006391543,0.00002021879,0.00008201247,0.00009301937],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0004762436,0.0002116735,0.6777077,0.0004208707,0.0002085141,0.005609009,0.008018314,0.001478412,0.03544106,0.00360016,0.117193,0.1496351],"study_design_scores_gemma":[0.00000837455,0.00009637986,0.9654142,0.00004519401,0.00001231441,0.0002784292,0.0006870418,0.0001259401,0.0009054866,0.0001020519,0.03231385,0.00001060123],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9731472,0.0003277334,0.0002470542,0.001015358,0.0002181939,0.00007802933,0.003007246,0.00007747411,0.0218817],"genre_scores_gemma":[0.9749466,0.0006367439,0.0006750163,0.0005202742,0.0001115159,0.00002393891,0.005853707,0.00001658376,0.01721563],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07387516,"threshold_uncertainty_score":0.1468903,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2515109792","doi":"10.5459/bnzsee.36.2.108-116","title":"Seismic design implications of revisions to the National Building Code of Canada","year":2003,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"Seismic Performance and Analysis","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":"McMaster University","funders":"","keywords":"Induced seismicity; Seismic hazard; Building code; Seismic analysis; Seismology; Urban seismic risk; Seismic risk; Earthquake scenario; Code (set theory); Seismic zone; Geology; Civil engineering; Forensic engineering; Engineering; Computer science","authors":[{"name":"Arthur C. Heidebrecht","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01096480066012015,"gpt":0.2099500866710806,"spread":0.1989852860109605,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006131277,0.0004951872,0.0002813567,0.001628473,0.005863576,0.004559236,0.002819031,0.001894316,0.006359728],"category_scores_gemma":[0.04613067,0.0003421073,0.0004908347,0.002827806,0.002441698,0.001124584,0.001383068,0.002296847,0.0006167784],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.08649347,"about_ca_system_score_gemma":0.1352353,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9868259,"about_ca_topic_score_gemma":0.9889203,"domain_scores_codex":[0.9833025,0.001103731,0.0005982387,0.0006653283,0.01182557,0.002504554],"domain_scores_gemma":[0.953366,0.003833169,0.001226525,0.001017642,0.038808,0.001748754],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0007660113,0.0002074549,0.0651945,0.000452567,0.00006982509,0.001340924,0.008428087,0.04446277,0.004569389,0.31691,0.2447793,0.3128192],"study_design_scores_gemma":[0.0001368197,0.000283337,0.1226392,0.0006651308,0.0001233581,0.0004579639,0.01355018,0.01709041,0.003487606,0.01446375,0.8267952,0.0003070305],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.3282316,0.005428054,0.01372767,0.1857206,0.00418045,0.0004647117,0.005256153,0.0006685948,0.4563221],"genre_scores_gemma":[0.8682356,0.003732942,0.01263754,0.01119672,0.000308543,0.0001300364,0.001839123,0.0002453849,0.1016741],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.08649347,"threshold_uncertainty_score":0.627557,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2468271314","doi":"10.5459/bnzsee.36.4.263-275","title":"In search of elegance","year":2003,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"Structural Engineering and Vibration Analysis","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":"University of Toronto","funders":"","keywords":"Elegance; Computer science; Engineering; Aesthetics; Art","authors":[{"name":"Michael P. Collins","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005822043725259613,"gpt":0.1982791570480986,"spread":0.192457113322839,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008042255,0.0009528833,0.0007828432,0.002162217,0.004202326,0.007105489,0.001564279,0.002121057,0.01085464],"category_scores_gemma":[0.02214778,0.0003173054,0.0006314269,0.0008025458,0.02998511,0.01481678,0.005810358,0.009368242,0.003814401],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002798129,"about_ca_system_score_gemma":0.00149237,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001634755,"about_ca_topic_score_gemma":0.002260733,"domain_scores_codex":[0.9944813,0.002399905,0.0002520883,0.001140985,0.001457012,0.0002687592],"domain_scores_gemma":[0.9921508,0.003672908,0.0004786318,0.002026473,0.001354104,0.0003170316],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00002837942,0.000005892311,0.0001544528,0.00006951488,0.00001095853,0.00003143299,0.002061497,0.0002501745,0.0001578885,0.9815138,0.007362493,0.008353505],"study_design_scores_gemma":[0.00001193265,0.0000350084,0.0001550581,0.0001336863,0.00001193929,0.0001446239,0.0007592067,0.000566795,0.0002224747,0.7230608,0.2748865,0.00001192514],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"commentary","genre_scores_codex":[0.02038829,0.02566373,0.1304167,0.1125864,0.007186417,0.00007040452,0.0002934538,0.000562174,0.7028325],"genre_scores_gemma":[0.6931742,0.01559994,0.07106835,0.03316355,0.008936744,0.0002609262,0.0004436219,0.001407158,0.1759455],"genre_candidate":"commentary","genre_consensus":null,"teacher_disagreement_score":0.01085464,"threshold_uncertainty_score":0.04253203,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4413907286","doi":"10.5459/bnzsee.1701","title":"Seismic performance and loss assessment of light timber frame residential houses in New Zealand: State of the art","year":2025,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Frame (networking); State (computer science); Architectural engineering; Forensic engineering; Civil engineering; Environmental science; Engineering; Computer science; Telecommunications","authors":[{"name":"Minghao Li","is_ca":true},{"name":"Angela Liu","is_ca":false},{"name":"Rajesh P. Dhakal","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002900791290824752,"gpt":0.1912676968068175,"spread":0.1883669055159928,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008125636,0.0006633789,0.0003923044,0.0009355445,0.0002340959,0.0008281514,0.000686211,0.0002662008,0.001119817],"category_scores_gemma":[0.001412276,0.0002461934,0.0003603758,0.000990724,0.0005974043,0.0008049437,0.0004023312,0.0002072047,0.0002987276],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001523799,"about_ca_system_score_gemma":0.0004823299,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.1509155,"about_ca_topic_score_gemma":0.2203699,"domain_scores_codex":[0.9996684,0.00003257299,0.00002193524,0.0000507708,0.0001945269,0.00003189819],"domain_scores_gemma":[0.9994174,0.00008725123,0.0001717517,0.00004181069,0.0002454482,0.00003628733],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0005919497,0.0002623949,0.3915264,0.001212299,0.0001921457,0.001076572,0.004656447,0.09146371,0.0293978,0.001436059,0.00208595,0.4760982],"study_design_scores_gemma":[0.00002285136,0.0008823413,0.8384766,0.0002465181,0.000203007,0.0005226783,0.004650909,0.1363278,0.009400822,0.0005782123,0.008584381,0.0001038466],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"review","genre_scores_codex":[0.9861077,0.001418616,0.006286549,0.00008683946,0.000008905115,0.00003837177,0.0003841086,0.00005220527,0.005616654],"genre_scores_gemma":[0.99349,0.001867916,0.002585579,0.000006088574,0.000006731876,0.00001173235,0.0003767851,0.00001593188,0.001639243],"genre_candidate":"review","genre_consensus":null,"teacher_disagreement_score":0.1509155,"threshold_uncertainty_score":0.3000742,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4404886140","doi":"10.5459/bnzsee.1689","title":"The significance of polarisation in near-fault ground motions – A case study of February 2023 Kahramanmaras M7.7 earthquake","year":2024,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Seismology; Geology; Fault (geology); Ground motion; Geodesy","authors":[{"name":"Saed Moghimi","is_ca":true},{"name":"Salar Manie","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008238766126803458,"gpt":0.2160541594802195,"spread":0.207815393353416,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002021306,0.0002785377,0.0001903968,0.0004899332,0.000211311,0.0004081904,0.0002260834,0.0003341891,0.0005437728],"category_scores_gemma":[0.0008531327,0.0001198984,0.0002254047,0.0005229177,0.0003078775,0.0001999158,0.0003596043,0.0001749851,0.00007944617],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003295791,"about_ca_system_score_gemma":0.0001850884,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01478234,"about_ca_topic_score_gemma":0.02058023,"domain_scores_codex":[0.9998913,0.00002864403,0.000005440896,0.00002048635,0.00002800959,0.00002610935],"domain_scores_gemma":[0.9997311,0.0001401383,0.00005423502,0.00002085096,0.0000336758,0.00001997744],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.001333576,0.0005288414,0.6332861,0.0002232626,0.0002546293,0.01826506,0.002737779,0.1599557,0.083899,0.001522479,0.0007632992,0.09723025],"study_design_scores_gemma":[0.00002872452,0.0004763755,0.9021026,0.00001891689,0.0001370995,0.002039663,0.002935106,0.08037893,0.01033458,0.0004064755,0.00109392,0.00004760705],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990926,0.00002889133,0.0003279336,0.00001406287,8.689069e-7,0.00000350084,0.00002700418,0.000005388406,0.0004998321],"genre_scores_gemma":[0.9996217,0.00002729305,0.0002123584,0.00000190034,0.000001813308,9.045231e-7,0.00003379398,0.000001387065,0.00009876986],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01478234,"threshold_uncertainty_score":0.0293926,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4413907216","doi":"10.5459/bnzsee.1702","title":"The applicability of 3D effects to pseudo-static design acceptance criteria: The recovery design for Wall 375","year":2025,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Computer science; Systems engineering; Engineering; Reliability engineering; Architectural engineering","authors":[{"name":"Elena Zabolotnii","is_ca":true},{"name":"Tarik Dirikolu","is_ca":true},{"name":"Jeeva Subramaniam Kumar","is_ca":true},{"name":"Julian Venter","is_ca":false},{"name":"John Read","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01197395483867168,"gpt":0.2193953464639704,"spread":0.2074213916252988,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004430298,0.0007768013,0.0004944689,0.0009922528,0.000464696,0.001440647,0.001222172,0.001162506,0.005330382],"category_scores_gemma":[0.01245405,0.0003861746,0.0006403823,0.0003368181,0.001501887,0.0008242874,0.001029635,0.0007590826,0.0007669777],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006611947,"about_ca_system_score_gemma":0.001552066,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001678472,"about_ca_topic_score_gemma":0.002513507,"domain_scores_codex":[0.9952912,0.001976736,0.0001592082,0.0002315591,0.002160484,0.0001808248],"domain_scores_gemma":[0.9948065,0.002209725,0.0005569392,0.0005757813,0.001767593,0.00008353015],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0005149882,0.0002250328,0.006474623,0.0006170098,0.00006026874,0.0004100315,0.001225878,0.4625295,0.0428853,0.189649,0.002881803,0.2925266],"study_design_scores_gemma":[0.0001152971,0.001825407,0.003974737,0.0002295004,0.00005150364,0.0004299618,0.0006119588,0.886068,0.02808875,0.04171933,0.03677656,0.000109015],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05096925,0.00006095879,0.9285812,0.0002154435,0.00004002223,0.000108863,0.00004178543,0.0003110026,0.01967142],"genre_scores_gemma":[0.7744423,0.0000672795,0.2207007,0.0001332879,0.0000157165,0.0002760686,0.0000477557,0.0002001293,0.004116752],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005330382,"threshold_uncertainty_score":0.02342993,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}