{"title":"Effect of normal frames on shear walls","authors":"Paul C.K. Chan , W.K. Tso , Arthur C. Heidebrecht","doi":"10.1016/0007-3628(74)90018-8","DOIUrl":null,"url":null,"abstract":"<div><p>An approximate method is presented to study the interacting effect of normal frames on uniform shear walls and the shear lag effect in the normal frames. Based on the axial deformation distribution among columns, a reasonable assumption is further introduced to simplify the method. An example is included to illustrate the application of the proposed method and the accuracy of the simplified method. Based on the simplified method design curves are presented for rapid determination of maximum deflection, wall moment and column axial stress of a uniform structure subjected to point load at top, uniform and triangular load distribution.</p></div>","PeriodicalId":9442,"journal":{"name":"Building Science","volume":"9 3","pages":"Pages 197-209"},"PeriodicalIF":0.0000,"publicationDate":"1974-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0007-3628(74)90018-8","citationCount":"8","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Building Science","FirstCategoryId":"1087","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/0007362874900188","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 8
Abstract
An approximate method is presented to study the interacting effect of normal frames on uniform shear walls and the shear lag effect in the normal frames. Based on the axial deformation distribution among columns, a reasonable assumption is further introduced to simplify the method. An example is included to illustrate the application of the proposed method and the accuracy of the simplified method. Based on the simplified method design curves are presented for rapid determination of maximum deflection, wall moment and column axial stress of a uniform structure subjected to point load at top, uniform and triangular load distribution.
京公网安备 11010802042870号
京ICP备2023020795号-1
分享
求助内容：
应助结果提醒方式：
扫码关注我们
