{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,6,25]],"date-time":"2026-06-25T08:49:18Z","timestamp":1782377358093,"version":"3.54.5"},"reference-count":25,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2027,1,1]],"date-time":"2027-01-01T00:00:00Z","timestamp":1798761600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2027,1,1]],"date-time":"2027-01-01T00:00:00Z","timestamp":1798761600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/legal\/tdmrep-license"},{"start":{"date-parts":[[2027,1,1]],"date-time":"2027-01-01T00:00:00Z","timestamp":1798761600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-017"},{"start":{"date-parts":[[2027,1,1]],"date-time":"2027-01-01T00:00:00Z","timestamp":1798761600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-037"},{"start":{"date-parts":[[2027,1,1]],"date-time":"2027-01-01T00:00:00Z","timestamp":1798761600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-012"},{"start":{"date-parts":[[2027,1,1]],"date-time":"2027-01-01T00:00:00Z","timestamp":1798761600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-029"},{"start":{"date-parts":[[2027,1,1]],"date-time":"2027-01-01T00:00:00Z","timestamp":1798761600000},"content-version":"stm-asf","delay-in-days":0,"URL":"https:\/\/doi.org\/10.15223\/policy-004"}],"funder":[{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["Reliability Engineering & System Safety"],"published-print":{"date-parts":[[2027,1]]},"DOI":"10.1016\/j.ress.2026.113067","type":"journal-article","created":{"date-parts":[[2026,6,20]],"date-time":"2026-06-20T15:39:36Z","timestamp":1781969976000},"page":"113067","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":0,"special_numbering":"P2","title":["Morphology-consistent monitoring model for arch ring deformation in high arch dams for safety diagnosis"],"prefix":"10.1016","volume":"277","author":[{"given":"Wenbiao","family":"Xiong","sequence":"first","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Qiande","family":"Li","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0001-7904-672X","authenticated-orcid":false,"given":"Xiang","family":"Lu","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Jiankang","family":"Chen","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Zefa","family":"Li","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"78","reference":[{"key":"10.1016\/j.ress.2026.113067_bib0001","doi-asserted-by":"crossref","DOI":"10.1016\/j.engfailanal.2024.108570","article-title":"Progressive failure process-considered deformation safety diagnosis method for in-service high arch dam","volume":"163","author":"Yang","year":"2024","journal-title":"Eng Fail Anal"},{"key":"10.1016\/j.ress.2026.113067_bib0002","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2025.119794","article-title":"Research on arch dam deformation prediction method based on interpretability clustering and panel data model","volume":"329","author":"Jia","year":"2025","journal-title":"Eng Struct"},{"key":"10.1016\/j.ress.2026.113067_bib0003","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2021.112652","article-title":"Centroid deformation-based nonlinear safety monitoring model for arch dam performance evaluation","volume":"243","author":"Zhao","year":"2021","journal-title":"Eng Struct"},{"key":"10.1016\/j.ress.2026.113067_bib0004","doi-asserted-by":"crossref","DOI":"10.1016\/j.ress.2025.112130","article-title":"An advanced data reliability assessment method with application to high rockfill dam deformation analysis","volume":"269","author":"Xue","year":"2026","journal-title":"Reliab Eng Syst Saf"},{"key":"10.1016\/j.ress.2026.113067_bib0005","doi-asserted-by":"crossref","DOI":"10.1016\/j.ress.2026.112224","article-title":"Ontology - and data-driven defect diagnosis with knowledge graphs and causal reasoning: application to the risk management of gravity dams","volume":"270","author":"Pei","year":"2026","journal-title":"Reliab Eng Syst Saf"},{"issue":"1","key":"10.1016\/j.ress.2026.113067_bib0006","doi-asserted-by":"crossref","first-page":"8913","DOI":"10.1038\/s41598-022-13073-9","article-title":"Multi-arch dam safety evaluation based on statistical analysis and numerical simulation","volume":"12","author":"He","year":"2022","journal-title":"Sci Rep"},{"key":"10.1016\/j.ress.2026.113067_bib0007","doi-asserted-by":"crossref","first-page":"5596","DOI":"10.1111\/mice.70110","article-title":"A deep learning methodology for rapid identification of slab damage in concrete face rockfill dams","volume":"40","author":"Xue","year":"2025","journal-title":"Comput-Aided Civ Infrastruct Eng"},{"key":"10.1016\/j.ress.2026.113067_bib0008","doi-asserted-by":"crossref","DOI":"10.1016\/j.ress.2026.112348","article-title":"Physics-constrained digital twin framework for deformation analysis and safety assessment of high earth-rock dams","volume":"273","author":"Huang","year":"2026","journal-title":"Reliab Eng Syst Saf"},{"key":"10.1016\/j.ress.2026.113067_bib0009","doi-asserted-by":"crossref","first-page":"157","DOI":"10.1016\/j.ijrmms.2018.11.016","article-title":"Study on crack formation and propagation in the galleries of the Dagangshan high arch dam in Southwest China based on microseismic monitoring and numerical simulation","volume":"115","author":"Zhuang","year":"2019","journal-title":"Int J Rock Mech Min Sci"},{"key":"10.1016\/j.ress.2026.113067_bib0010","doi-asserted-by":"crossref","DOI":"10.1016\/j.ress.2022.108892","article-title":"Identification of failure modes and paths of reservoir dams under explosion loads","volume":"229","author":"Li","year":"2023","journal-title":"Reliab Eng Syst Saf"},{"key":"10.1016\/j.ress.2026.113067_bib0011","doi-asserted-by":"crossref","first-page":"165","DOI":"10.1016\/j.engstruct.2018.07.065","article-title":"FEA model for the simulation of the hydration process and temperature evolution during the concreting of an arch dam","volume":"174","author":"Castilho","year":"2018","journal-title":"Eng Struct"},{"key":"10.1016\/j.ress.2026.113067_bib0012","doi-asserted-by":"crossref","DOI":"10.1016\/j.ress.2025.111521","article-title":"A probabilistic analysis framework for stochastic dynamic damage of arch dams considering parameters spatial variability subjected to stochastic earthquake excitation","volume":"265","author":"Zeng","year":"2026","journal-title":"Reliab Eng Syst Saf"},{"key":"10.1016\/j.ress.2026.113067_bib0013","doi-asserted-by":"crossref","first-page":"1108","DOI":"10.1016\/j.istruc.2023.04.124","article-title":"Spatial association-considered real-time risk rate assessment of high arch dams using observed displacement and combination prediction model","volume":"53","author":"Wang","year":"2023","journal-title":"Structures"},{"issue":"10","key":"10.1016\/j.ress.2026.113067_bib0014","doi-asserted-by":"crossref","first-page":"1344","DOI":"10.1111\/mice.13395","article-title":"Uncertainty-informed regional deformation diagnosis of arch dams","volume":"40","author":"Chen","year":"2025","journal-title":"Comput-Aided Civ Infrastruct Eng"},{"key":"10.1016\/j.ress.2026.113067_bib0015","doi-asserted-by":"crossref","DOI":"10.1016\/j.ress.2025.111377","article-title":"Measured displacement data-driven efficient interpretation and real-time risk assessment method for the service performance of arch dams with cracks","volume":"264","author":"Xu","year":"2025","journal-title":"Reliab Eng Syst Saf"},{"key":"10.1016\/j.ress.2026.113067_bib0016","doi-asserted-by":"crossref","DOI":"10.1016\/j.ress.2025.111251","article-title":"Time-dependent system reliability analysis of a high concrete-faced rockfill dam by integrating multi-source monitoring information","volume":"262","author":"Peng","year":"2025","journal-title":"Reliab Eng Syst Saf"},{"key":"10.1016\/j.ress.2026.113067_bib0017","doi-asserted-by":"crossref","DOI":"10.1016\/j.eswa.2023.122328","article-title":"A novel deformation monitoring model for high arch dams using impulse response-based equivalent temperature and machine learning-aided separate modeling","volume":"238","author":"Li","year":"2024","journal-title":"Expert Syst Appl"},{"issue":"3","key":"10.1016\/j.ress.2026.113067_bib0018","doi-asserted-by":"crossref","first-page":"1183","DOI":"10.1177\/14759217211025766","article-title":"A three-stage online anomaly identification model for monitoring data in dams","volume":"21","author":"Xu","year":"2022","journal-title":"Struct Health Monit"},{"key":"10.1016\/j.ress.2026.113067_bib0019","doi-asserted-by":"crossref","first-page":"94","DOI":"10.1016\/j.tws.2012.12.001","article-title":"Buckling strength of thin-shell concrete arch dams","volume":"64","author":"Zingoni","year":"2013","journal-title":"Thin-Walled Struct"},{"issue":"4","key":"10.1016\/j.ress.2026.113067_bib0020","doi-asserted-by":"crossref","first-page":"735","DOI":"10.1109\/TEVC.2021.3136667","article-title":"An evolutionary forest for regression","volume":"26","author":"Zhang","year":"2021","journal-title":"IEEE Trans Evol Comput"},{"key":"10.1016\/j.ress.2026.113067_bib0021","doi-asserted-by":"crossref","DOI":"10.1016\/j.ress.2024.110372","article-title":"A real-time early warning classification method for natural gas leakage based on random forest","volume":"251","author":"Tan","year":"2024","journal-title":"Reliab Eng Syst Saf"},{"issue":"10","key":"10.1016\/j.ress.2026.113067_bib0022","doi-asserted-by":"crossref","first-page":"1507","DOI":"10.1111\/mice.13141","article-title":"Inverse analysis of deformation moduli for high arch dams using the displacement reconstruction technique and multi-objective optimization","volume":"39","author":"Li","year":"2024","journal-title":"Comput-Aided Civ Infrastruct Eng"},{"issue":"1","key":"10.1016\/j.ress.2026.113067_bib0023","doi-asserted-by":"crossref","DOI":"10.1002\/stc.2037","article-title":"A novel model of dam displacement based on panel data","volume":"25","author":"Shao","year":"2018","journal-title":"Struct Control Health Monit"},{"key":"10.1016\/j.ress.2026.113067_bib0024","doi-asserted-by":"crossref","first-page":"423","DOI":"10.1002\/stc.1575","article-title":"Constructing statistical models for arch dam deformation","volume":"21","author":"Mata","year":"2014","journal-title":"Struct Control Health Monit"},{"key":"10.1016\/j.ress.2026.113067_bib0025","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2026.122173","article-title":"Multi-point joint prediction of zone-wise arch dam displacements based on spatial partition and deep ensemble selective regression chain","volume":"353","author":"Li","year":"2026","journal-title":"Eng Struct"}],"container-title":["Reliability Engineering & System Safety"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0951832026008768?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0951832026008768?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2026,6,25]],"date-time":"2026-06-25T08:21:40Z","timestamp":1782375700000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S0951832026008768"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2027,1]]},"references-count":25,"alternative-id":["S0951832026008768"],"URL":"https:\/\/doi.org\/10.1016\/j.ress.2026.113067","relation":{},"ISSN":["0951-8320"],"issn-type":[{"value":"0951-8320","type":"print"}],"subject":[],"published":{"date-parts":[[2027,1]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"Morphology-consistent monitoring model for arch ring deformation in high arch dams for safety diagnosis","name":"articletitle","label":"Article Title"},{"value":"Reliability Engineering & System Safety","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.ress.2026.113067","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2026 Elsevier Ltd. All rights are reserved, including those for text and data mining, AI training, and similar technologies.","name":"copyright","label":"Copyright"}],"article-number":"113067"}}