{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,10,12]],"date-time":"2025-10-12T00:55:29Z","timestamp":1760230529264,"version":"build-2065373602"},"reference-count":16,"publisher":"MDPI AG","issue":"8","license":[{"start":{"date-parts":[[2022,7,25]],"date-time":"2022-07-25T00:00:00Z","timestamp":1658707200000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"name":"The Natural Science Foundation of Jiangsu Province","award":["BK20200793"],"award-info":[{"award-number":["BK20200793"]}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Symmetry"],"abstract":"<jats:p>This paper presents a new method for calculating the area of shear stirrups of steel-reinforced concrete frame joints based on inverse reliability theory. The method can calculate the shear stirrup area of steel-reinforced concrete frame joints by using inverse reliability analysis theory on the premise that the target reliability index and the randomness of structural parameters are given. The method is used to calculate the shear stirrup area of a steel-reinforced concrete frame joint, and the sensitivity of the parameters is analyzed. The rationality of the area of the shear stirrup is also discussed. The results show that the randomness of parameters has a great influence on the area of shear stirrups of steel-reinforced concrete frame joints. Ignoring the randomness of parameters will affect the shear safety of steel-reinforced concrete frame joints.<\/jats:p>","DOI":"10.3390\/sym14081521","type":"journal-article","created":{"date-parts":[[2022,7,26]],"date-time":"2022-07-26T00:17:27Z","timestamp":1658794647000},"page":"1521","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":0,"title":["Probability Calculation Method for Shear Stirrup Area of Steel-Reinforced Concrete Symmetry Frame Joint"],"prefix":"10.3390","volume":"14","author":[{"given":"Zinan","family":"Yu","sequence":"first","affiliation":[{"name":"College of Highway, Chang\u2019an University, Xi\u2019an 710064, China"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-3315-6699","authenticated-orcid":false,"given":"Fenghui","family":"Dong","sequence":"additional","affiliation":[{"name":"College of Civil Engineering, Nanjing Forestry University, Longpan Road 159, Nanjing 210037, China"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"1968","published-online":{"date-parts":[[2022,7,25]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"112421","DOI":"10.1016\/j.compstruct.2020.112421","article-title":"A novel seawater and sea sand concrete filled FRP-carbon steel composite tube column: Concept and behavior","volume":"246","author":"Zhang","year":"2020","journal-title":"Compos. 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Technical Specification for Steel Reinforced Concrete Structures (Standard No. JGJ138-001)."}],"container-title":["Symmetry"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.mdpi.com\/2073-8994\/14\/8\/1521\/pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2025,10,10]],"date-time":"2025-10-10T23:56:10Z","timestamp":1760140570000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.mdpi.com\/2073-8994\/14\/8\/1521"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2022,7,25]]},"references-count":16,"journal-issue":{"issue":"8","published-online":{"date-parts":[[2022,8]]}},"alternative-id":["sym14081521"],"URL":"https:\/\/doi.org\/10.3390\/sym14081521","relation":{},"ISSN":["2073-8994"],"issn-type":[{"type":"electronic","value":"2073-8994"}],"subject":[],"published":{"date-parts":[[2022,7,25]]}}}