{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":11,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":11,"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":"766d2176eb59","filters":{"venue":"Budownictwo i Architektura"}},"results":[{"id":"W3096839934","doi":"10.35784/bud-arch.2122","title":"Nonlinear finite element analysis of punching shear strength of reinforced concrete slabs supported on L-shaped columns","year":2020,"lang":"en","type":"article","venue":"Budownictwo i Architektura","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Structural engineering; Slab; Punching; Finite element method; Cruciform; Shear (geology); Eurocode; Column (typography); Reinforced concrete; Materials science; Engineering; Geotechnical engineering; Composite material; Connection (principal bundle)","authors":[{"name":"Qing Zhang","is_ca":true},{"name":"Graeme J. Milligan","is_ca":true},{"name":"Maria Anna Polak","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01596554946119126,"gpt":0.2381560938863146,"spread":0.2221905444251234,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002473463,0.0003845631,0.0002833885,0.0004323375,0.0002097971,0.0002216318,0.0005024555,0.000476173,0.001268952],"category_scores_gemma":[0.0005507974,0.0002489535,0.0003993318,0.0002177619,0.0005606696,0.0002147839,0.0002670178,0.0002894563,0.0002608802],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004426674,"about_ca_system_score_gemma":0.0005813448,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008716648,"about_ca_topic_score_gemma":0.01207345,"domain_scores_codex":[0.9998907,0.00002305948,0.000005710245,0.00001720611,0.00004519936,0.00001812752],"domain_scores_gemma":[0.9996908,0.0001458933,0.00005530238,0.00003432342,0.00005815604,0.00001557152],"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":[0.0000892503,0.00006812831,0.00499075,0.0000827071,0.00001901538,0.0001280359,0.0001440656,0.9181519,0.06759364,0.000643327,0.0001084475,0.007980587],"study_design_scores_gemma":[0.000003445499,0.00005692287,0.003645886,0.000005972214,0.000004331086,0.00001887018,0.00003579619,0.9892134,0.006802408,0.00009073956,0.0001162966,0.000005978482],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9754303,0.00007149491,0.02092547,0.00003921404,0.000005097118,0.00002260492,0.0001499566,0.00008558283,0.00327021],"genre_scores_gemma":[0.9927377,0.00005291283,0.00542273,0.000007814943,0.000001369439,0.00001960196,0.00009405066,0.00001369418,0.001650042],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008716648,"threshold_uncertainty_score":0.01733184,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3083621562","doi":"10.35784/bud-arch.2173","title":"Preliminary identification and evaluation of parameters affecting the capacity of the operator-earthmoving machine system","year":2013,"lang":"en","type":"article","venue":"Budownictwo i Architektura","topic":"Surface Treatment and Coatings","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":"Geomechanica (Canada)","funders":"","keywords":"Operator (biology); Identification (biology); Investment (military); Work (physics); Humidity; Computer science; Operations research; Engineering; Industrial engineering; Reliability engineering; Mechanical engineering; Meteorology","authors":[{"name":"Elżbieta Radziszewska–Zielina","is_ca":false},{"name":"Anna Sobotka","is_ca":true},{"name":"Edyta Plebankiewicz","is_ca":false},{"name":"Krzysztof Zima","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0175625083416033,"gpt":0.2131487935497939,"spread":0.1955862852081906,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001234118,0.0005836867,0.0005496219,0.00130994,0.0004032864,0.001008695,0.0005547442,0.0006796443,0.002614379],"category_scores_gemma":[0.005503211,0.0002014614,0.000494757,0.0005725253,0.0004760512,0.0008888011,0.0004838272,0.0002679918,0.0006563381],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003528462,"about_ca_system_score_gemma":0.0004213582,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001119573,"about_ca_topic_score_gemma":0.0007865574,"domain_scores_codex":[0.9989539,0.0002377794,0.00008374285,0.0001734641,0.0004076578,0.0001433934],"domain_scores_gemma":[0.9964708,0.001732159,0.0002967009,0.0003396239,0.001032791,0.0001278979],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.003262087,0.0008523708,0.1813539,0.001161888,0.0001717697,0.0006756767,0.001080053,0.06396079,0.5623953,0.001086138,0.001061482,0.1829385],"study_design_scores_gemma":[0.00004506663,0.005432166,0.4752733,0.0001017198,0.0003012581,0.0007905855,0.001202443,0.1116004,0.3991419,0.0008875412,0.005045939,0.000177709],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9697675,0.0006858286,0.02506868,0.0000378586,0.00002077153,0.0001741541,0.0004725356,0.0002357799,0.003536805],"genre_scores_gemma":[0.9967031,0.0000946252,0.002400435,0.000004081683,0.000003529513,0.00003477102,0.0002537415,0.00001592243,0.0004899026],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002614379,"threshold_uncertainty_score":0.008745968,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3083654798","doi":"10.35784/bud-arch.2158","title":"Determination of the residential renovation range","year":2013,"lang":"en","type":"article","venue":"Budownictwo i Architektura","topic":"Multi-Criteria Decision Making","field":"Decision Sciences","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"TOPSIS; Decision maker; Selection (genetic algorithm); Analytic hierarchy process; Computer science; Range (aeronautics); Task (project management); Multiple-criteria decision analysis; Operations research; Fuzzy logic; Risk analysis (engineering); Engineering; Systems engineering; Artificial intelligence; Business","authors":[{"name":"Robert Bucoń","is_ca":false},{"name":"Anna Sobotka","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.1068055234754487,"gpt":0.3876536833910012,"spread":0.2808481599155526,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002143509,0.0005221024,0.0006262664,0.00389093,0.0006833903,0.001634082,0.0007059103,0.0005915214,0.003653908],"category_scores_gemma":[0.004503941,0.0002767736,0.0006175163,0.001513665,0.0004245311,0.001334118,0.001211018,0.0004543683,0.0007432703],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005322095,"about_ca_system_score_gemma":0.0005224446,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001219901,"about_ca_topic_score_gemma":0.002195279,"domain_scores_codex":[0.9982658,0.000635068,0.0001006341,0.0002346178,0.0006143152,0.0001496029],"domain_scores_gemma":[0.9980559,0.001012092,0.0001915776,0.0001376943,0.0005080794,0.00009466702],"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":[0.0003923928,0.0001425613,0.02406054,0.0008904663,0.0001249869,0.00110595,0.001528657,0.3902304,0.033958,0.05086618,0.00210115,0.4945987],"study_design_scores_gemma":[0.00006747198,0.0008033442,0.05656695,0.0007240773,0.0001976012,0.002684094,0.006611206,0.7581062,0.06522441,0.05770902,0.05096838,0.0003372355],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3608937,0.002463652,0.5700109,0.0002744024,0.00005746321,0.0003528955,0.0004383383,0.0006292262,0.06487945],"genre_scores_gemma":[0.8868577,0.0005839388,0.1091645,0.00001444731,0.00001464849,0.0001407212,0.0001959639,0.00006186789,0.002966088],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00389093,"threshold_uncertainty_score":0.01222354,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3038955197","doi":"10.24358/bud-arch_19_181_03","title":"Increasing the energy efficiency of dwelling houses: case study of residential quarter in Upper Silesia, Poland","year":2019,"lang":"en","type":"article","venue":"Budownictwo i Architektura","topic":"Building Energy and Comfort Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); Efficient energy use; Environmental protection; Geography; Engineering; Archaeology","authors":[{"name":"A. Ostańska","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005159520335385836,"gpt":0.1999156246272523,"spread":0.1947561042918665,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000296675,0.0002566896,0.000287554,0.000453946,0.0008775051,0.0006178248,0.0004376172,0.0004541388,0.001077124],"category_scores_gemma":[0.0004429074,0.0001840711,0.000326773,0.0008135329,0.0004919122,0.0003473708,0.000501211,0.0002254613,0.0001072757],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001016974,"about_ca_system_score_gemma":0.0003807908,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01604868,"about_ca_topic_score_gemma":0.05039181,"domain_scores_codex":[0.9997337,0.00009551814,0.00001132073,0.00003440087,0.00003811098,0.0000868398],"domain_scores_gemma":[0.9997697,0.00008086889,0.00004458965,0.00002268468,0.00003884975,0.00004330805],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.002416379,0.004988944,0.6910243,0.001085951,0.000404698,0.06215505,0.04209753,0.03555653,0.04855883,0.003741611,0.002273579,0.1056966],"study_design_scores_gemma":[0.00007238094,0.002295788,0.8712626,0.00007424863,0.0001613086,0.005894324,0.08965696,0.01182087,0.01229193,0.0005846031,0.005825322,0.00005962928],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994443,0.00002699435,0.000114589,0.000009578695,5.590201e-7,0.0000081744,0.00001476335,0.000001296395,0.0003797349],"genre_scores_gemma":[0.9991826,0.00007779748,0.0002580616,0.000003957527,9.323152e-7,0.000003367497,0.00001386695,0.000001342466,0.0004580067],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01604868,"threshold_uncertainty_score":0.03191054,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3097121933","doi":"10.35784/bud-arch.2336","title":"Problems of revitalization of residential quarters of prefabricated buildings on the basis of Stanislaw Moniuszko quarter in Lublin","year":2009,"lang":"en","type":"article","venue":"Budownictwo i Architektura","topic":"Building energy efficiency and sustainability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); Architectural engineering; Precast concrete; Housing estate; Estate; Stock (firearms); Engineering; Civil engineering; Computer science; Business; Geography; Finance; Archaeology; Mechanical engineering","authors":[{"name":"A. Ostańska","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007214994975490804,"gpt":0.207762486742397,"spread":0.2005474917669062,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009465948,0.0002366176,0.0003833852,0.0006795021,0.001204238,0.001684576,0.0009076245,0.0006631829,0.003898737],"category_scores_gemma":[0.001688774,0.0002120452,0.0005058937,0.0006130554,0.001068958,0.001138625,0.001829098,0.0006992919,0.000297012],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001271266,"about_ca_system_score_gemma":0.0008486455,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005417766,"about_ca_topic_score_gemma":0.005434137,"domain_scores_codex":[0.9996152,0.00008971897,0.00003243189,0.00006073991,0.00007104371,0.0001308658],"domain_scores_gemma":[0.9997109,0.00007533642,0.00005191631,0.00005220612,0.00006709961,0.00004252301],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","study_design_scores_codex":[0.001082299,0.0003161083,0.03693513,0.0003915616,0.00005880433,0.004751242,0.005952849,0.1541829,0.009677289,0.4611338,0.007435039,0.318083],"study_design_scores_gemma":[0.0001503809,0.000587596,0.05732884,0.0004359614,0.0001559188,0.003542728,0.02984113,0.4220798,0.03322056,0.2820132,0.1704792,0.0001646052],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9371586,0.000871985,0.03395972,0.001336965,0.00006933726,0.0001113169,0.00008091271,0.0001567119,0.02625441],"genre_scores_gemma":[0.9728504,0.0003531499,0.01249381,0.00003142923,0.000008311097,0.00003296109,0.00009838185,0.00003883225,0.01409265],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005417766,"threshold_uncertainty_score":0.01304257,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3083723798","doi":"10.35784/bud-arch.2074","title":"The application of composites (FRP) in military bridges","year":2013,"lang":"en","type":"article","venue":"Budownictwo i Architektura","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Chord (peer-to-peer); Composite number; Bridge (graph theory); Span (engineering); Structural engineering; Fibre-reinforced plastic; Formwork; Truss; Composite material; Pultrusion; Deck; Materials science; Engineering; Computer science","authors":[{"name":"Janusz Szelka","is_ca":false},{"name":"Z. Kamyk","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004955859988662525,"gpt":0.2050177454988343,"spread":0.2000618855101717,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002661179,0.0002769748,0.00007202485,0.0006201814,0.0002728262,0.0002291523,0.0001458128,0.0003967582,0.0008397783],"category_scores_gemma":[0.0002252823,0.0001437421,0.0001800565,0.0002543894,0.0002411666,0.0002280283,0.0002000838,0.0002412004,0.0002563836],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001462589,"about_ca_system_score_gemma":0.000143008,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005419153,"about_ca_topic_score_gemma":0.001392978,"domain_scores_codex":[0.9998149,0.0000305484,0.000004831389,0.00003629878,0.00008767119,0.00002561507],"domain_scores_gemma":[0.9999,0.00002165708,0.00002862139,0.000009832189,0.00002882187,0.00001107522],"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":[0.00005312508,0.00004792861,0.001225353,0.0001211228,0.00000516345,0.0002095659,0.00008115578,0.00247012,0.9634328,0.0009808821,0.0001432506,0.03122947],"study_design_scores_gemma":[0.00001013312,0.001827858,0.02094916,0.00005962603,0.00003257175,0.00162094,0.000160109,0.006796449,0.9486696,0.0006808526,0.01917223,0.00002045739],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9558856,0.006197754,0.02111333,0.0001343605,0.0000704819,0.00004236545,0.00005159163,0.0001032345,0.01640113],"genre_scores_gemma":[0.988673,0.001311888,0.00780459,0.00001961382,0.00001337066,0.000009786432,0.00002455956,0.000008247253,0.002135058],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0008397783,"threshold_uncertainty_score":0.002809286,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3083247486","doi":"10.35784/bud-arch.2160","title":"Time-Cost Relationship for Predicting Construction Duration","year":2013,"lang":"en","type":"article","venue":"Budownictwo i Architektura","topic":"BIM and Construction Integration","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Duration (music); Function (biology); Construction management; Construction engineering; Computer science; Pre-construction services; Operations research; Project management; Engineering; Operations management; Transport engineering; Risk analysis (engineering); Civil engineering; Project planning; Business; Systems engineering","authors":[{"name":"Agata Czarnigowska","is_ca":false},{"name":"Anna Sobotka","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01015221478796358,"gpt":0.2046138557041153,"spread":0.1944616409161517,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001644338,0.0007242744,0.0004040233,0.002902157,0.0002064788,0.0008585918,0.0007578311,0.001030421,0.004177274],"category_scores_gemma":[0.0108602,0.0003075196,0.0006828617,0.00210624,0.0002839935,0.001492105,0.0004747208,0.0005308398,0.00125276],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006034677,"about_ca_system_score_gemma":0.0004546948,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009192287,"about_ca_topic_score_gemma":0.006085183,"domain_scores_codex":[0.9991248,0.0002696196,0.00007114009,0.0001775427,0.0002465388,0.0001103805],"domain_scores_gemma":[0.9927631,0.005042049,0.0008910988,0.0004391688,0.0006450905,0.0002194251],"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":[0.0003503553,0.0001592621,0.1435242,0.0001339012,0.00009526865,0.0001546137,0.000119081,0.7987652,0.002797854,0.004450839,0.000993602,0.04845579],"study_design_scores_gemma":[0.000008249691,0.0001516149,0.03422306,0.00002336259,0.00003849336,0.0001764208,0.0000603411,0.9612037,0.001085622,0.001780738,0.0012161,0.00003228641],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7706097,0.001114078,0.2189358,0.0002703456,0.00007436515,0.00007940468,0.002737874,0.0006728569,0.005505589],"genre_scores_gemma":[0.9822525,0.0003407617,0.01441057,0.00001159692,0.00001813817,0.00005296711,0.001125038,0.00006197587,0.001726387],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009192287,"threshold_uncertainty_score":0.01827759,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2594913267","doi":"10.24358/bud-arch_16_152_04","title":"Analiza fazy przygotowawczej rozbiórki obiektu budowlanego","year":2016,"lang":"pl","type":"article","venue":"Budownictwo i Architektura","topic":"Local Governance and Planning","field":"Social Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Physics","authors":[{"name":"Anna Sobotka","is_ca":true},{"name":"Joanna Sagan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02046601486571268,"gpt":0.2849362286294607,"spread":0.264470213763748,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001805165,0.0004879831,0.0006269287,0.003829279,0.001439127,0.00541438,0.0007086158,0.0006237315,0.02349501],"category_scores_gemma":[0.006270197,0.0003068633,0.0006629801,0.004818132,0.001857654,0.003527832,0.003199834,0.001139094,0.002665277],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002228525,"about_ca_system_score_gemma":0.002747512,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009338683,"about_ca_topic_score_gemma":0.02151847,"domain_scores_codex":[0.9978281,0.00043244,0.0001884131,0.0005589199,0.0007079874,0.0002841983],"domain_scores_gemma":[0.9969339,0.00109958,0.0005809307,0.0004001693,0.0007456467,0.0002398081],"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":[0.0008749565,0.0003969869,0.3277022,0.005075306,0.0006988012,0.002379442,0.06726213,0.004533791,0.01379839,0.1223639,0.02265833,0.4322558],"study_design_scores_gemma":[0.00004371634,0.0003595002,0.5337073,0.0016235,0.0005678209,0.001523838,0.1037674,0.003882454,0.009162134,0.05278516,0.2923715,0.0002057349],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7151555,0.005891387,0.05377183,0.00323825,0.0002730611,0.00073215,0.00564087,0.0004956012,0.2148013],"genre_scores_gemma":[0.9407315,0.003006147,0.02089867,0.0002231331,0.00005009559,0.0003999765,0.002007172,0.0002300704,0.03245327],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02349501,"threshold_uncertainty_score":0.07859868,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3039854997","doi":"10.24358/bud-arch_18_172_07","title":"Niemiejskie funkcje w strukturach zurbanizowanych jako katalizator życia w mieście","year":2018,"lang":"pl","type":"article","venue":"Budownictwo i Architektura","topic":"Urbanization and City Planning","field":"Social Sciences","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":"Theology; Physics; Philosophy","authors":[{"name":"Justyna Kleszcz","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0247750438686969,"gpt":0.3228085503442161,"spread":0.2980335064755192,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001362994,0.0008597914,0.0008727455,0.001534334,0.002894195,0.009015661,0.001142594,0.001577622,0.028947],"category_scores_gemma":[0.003553039,0.0006342506,0.000802921,0.001320377,0.005879187,0.005348436,0.005220846,0.003132353,0.005276094],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002752152,"about_ca_system_score_gemma":0.004420936,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004342675,"about_ca_topic_score_gemma":0.005662386,"domain_scores_codex":[0.9983321,0.000319376,0.0001295169,0.0004263323,0.0005011921,0.0002916019],"domain_scores_gemma":[0.9986396,0.0003063365,0.000216713,0.00017776,0.0003243882,0.0003351692],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","study_design_scores_codex":[0.0008212405,0.0006567162,0.04351175,0.003656942,0.0004485036,0.004902825,0.07675801,0.001563559,0.03678595,0.4366111,0.03549485,0.3587886],"study_design_scores_gemma":[0.00009591546,0.0003785424,0.1020865,0.001365622,0.0003245253,0.005121124,0.03801367,0.001337749,0.008685535,0.2058193,0.63649,0.0002816724],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.3644988,0.03223136,0.07203265,0.02899592,0.002487794,0.0005531892,0.001324614,0.001118382,0.4967572],"genre_scores_gemma":[0.832024,0.01610505,0.02006922,0.002386945,0.0005970547,0.0004966882,0.000643243,0.0003755641,0.1273021],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.028947,"threshold_uncertainty_score":0.09683734,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4405543946","doi":"10.35784/bud-arch.6619","title":"Control of building safety through snow load monitoring","year":2024,"lang":"en","type":"article","venue":"Budownictwo i Architektura","topic":"Structural Health Monitoring Techniques","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":"Geomechanica (Canada)","funders":"","keywords":"Snow; Roof; Environmental science; Clearance; Deflection (physics); Computer science; Civil engineering; Engineering; Meteorology","authors":[{"name":"Roman Kinasz","is_ca":true},{"name":"Wiesław Bereza","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01540131654346974,"gpt":0.2935788943440336,"spread":0.2781775778005639,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002528942,0.0004454481,0.0002821984,0.0005105284,0.000225906,0.0003967907,0.0004746267,0.0002225793,0.0009377997],"category_scores_gemma":[0.0006804185,0.0001373059,0.0001303674,0.0002351674,0.0002563953,0.0003719378,0.000500198,0.0001720196,0.0003601663],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001570484,"about_ca_system_score_gemma":0.0001924793,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005972918,"about_ca_topic_score_gemma":0.001077982,"domain_scores_codex":[0.9996951,0.00005078489,0.00001401294,0.00007481872,0.0001300221,0.00003523525],"domain_scores_gemma":[0.9994186,0.0001748242,0.0001503043,0.00007774702,0.0001388664,0.00003954607],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0005662175,0.0001852556,0.01852009,0.0001975589,0.000035963,0.0001527922,0.0004105744,0.04222083,0.6498497,0.001213899,0.0008188157,0.2858283],"study_design_scores_gemma":[0.0000676139,0.001016776,0.06439357,0.00004954221,0.00009716531,0.0002868357,0.0003027896,0.5593327,0.3644013,0.002825897,0.007148742,0.00007712175],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4874027,0.0003106221,0.5019241,0.00007326921,0.00005052526,0.0001361202,0.0001615751,0.002440224,0.007500842],"genre_scores_gemma":[0.9825593,0.00007345768,0.01645125,0.0000136162,0.0000154217,0.00003304852,0.00004817367,0.00002468268,0.0007810013],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.0009377997,"threshold_uncertainty_score":0.003137231,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4319079451","doi":"10.35784/bud-arch.3176","title":"Improving functional standards of apartments in buildings from large-panels, on the example of solutions applied in Lublin in the 1970s and 1980s of the 20th century","year":2022,"lang":"en","type":"article","venue":"Budownictwo i Architektura","topic":"Urban Development and Cultural Heritage","field":"Social Sciences","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":"Amenity; Apartment; Residence; Architectural engineering; Quarter (Canadian coin); Space (punctuation); Living room; Architecture; USable; Bedroom; Work (physics); Geography; Engineering; Sociology; Civil engineering; Political science; Computer science; Demography; Archaeology; Law","authors":[{"name":"Michał Dmitruk","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0338116117205991,"gpt":0.2432000925862333,"spread":0.2093884808656342,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004943433,0.0005117542,0.0001412246,0.0007355869,0.001830706,0.002384773,0.0004870212,0.0007641238,0.003041127],"category_scores_gemma":[0.0005955685,0.0001290627,0.0002087913,0.0005856653,0.001548021,0.001409401,0.001655948,0.000598961,0.0007216185],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002346097,"about_ca_system_score_gemma":0.001104457,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004678198,"about_ca_topic_score_gemma":0.01261429,"domain_scores_codex":[0.9995041,0.0001270541,0.00003195033,0.00008782047,0.0001553072,0.00009390061],"domain_scores_gemma":[0.9998956,0.00001874789,0.0000180484,0.00001541741,0.00003763307,0.00001463388],"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":[0.0002240373,0.0002666827,0.01263406,0.001343141,0.00002742269,0.001165324,0.02157654,0.005357929,0.03084424,0.3360674,0.01763568,0.5728576],"study_design_scores_gemma":[0.00002518434,0.0004546748,0.07112162,0.001091024,0.00004751009,0.00118843,0.02170001,0.003339484,0.02530874,0.02978575,0.8458404,0.00009717288],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.564074,0.018874,0.06497799,0.005565769,0.0005914083,0.0003259406,0.0003507577,0.0003066965,0.3449335],"genre_scores_gemma":[0.9077595,0.005368253,0.0431048,0.0003760978,0.00006170099,0.00009945002,0.0002106293,0.00006022676,0.04295931],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004678198,"threshold_uncertainty_score":0.01702219,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}