{"title":"钢筋混凝土结构墙的循环响应","authors":"S. Wood, C. Sittipunt","doi":"10.14359/1428","DOIUrl":null,"url":null,"abstract":"A conceptual model for the behavior of structural walls subjected to lateral load reversals is presented. The primary feature of the model is a reduction in shear strength with increasing levels of deformation. Measured and calculated data from structural walls are evaluated to determine conditions for which the strength and deformation capacity of a wall may be limited by the residual shear strength.","PeriodicalId":182235,"journal":{"name":"SP-162: Mete A Sozen Symposium...A Tribute From His Students","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1996-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"4","resultStr":"{\"title\":\"Cyclic Response of Reinforced Concrete Structural Walls\",\"authors\":\"S. Wood, C. Sittipunt\",\"doi\":\"10.14359/1428\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A conceptual model for the behavior of structural walls subjected to lateral load reversals is presented. The primary feature of the model is a reduction in shear strength with increasing levels of deformation. Measured and calculated data from structural walls are evaluated to determine conditions for which the strength and deformation capacity of a wall may be limited by the residual shear strength.\",\"PeriodicalId\":182235,\"journal\":{\"name\":\"SP-162: Mete A Sozen Symposium...A Tribute From His Students\",\"volume\":\"1 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1996-08-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"4\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"SP-162: Mete A Sozen Symposium...A Tribute From His Students\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14359/1428\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-162: Mete A Sozen Symposium...A Tribute From His Students","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/1428","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Cyclic Response of Reinforced Concrete Structural Walls
A conceptual model for the behavior of structural walls subjected to lateral load reversals is presented. The primary feature of the model is a reduction in shear strength with increasing levels of deformation. Measured and calculated data from structural walls are evaluated to determine conditions for which the strength and deformation capacity of a wall may be limited by the residual shear strength.
求助内容：
应助结果提醒方式：
京公网安备 11010802042870号
