当前位置: 首页> 国外交通期刊数据库 >详情
原文传递 Design of Pre-Tensioned Cable-Stayed Buckling-Restrained Braces Considering Interrelationship between Bracing Strength and Stiffness Requirements
题名: Design of Pre-Tensioned Cable-Stayed Buckling-Restrained Braces Considering Interrelationship between Bracing Strength and Stiffness Requirements
其他题名: AISC.2016a.Code of standard practice for steel buildings and bridges.AISC 303-16.Chicago:AISC.
正文语种: 英文
作者: Wen-Hao Pan
关键词: Pre-tensioned cable-stayed buckling-restrained brace (PCS-BRB);Design;Midspan braced column;Adequate bracing;Bracing strength and stiffness requirements;Elastic buckling analysis;Second-order analysis;Restraining ratio
摘要: The conventional restraining ratio approach is not suitable for a straightforward design of the pre-tensioned cable-stayed bucklingrestrained brace (PCS-BRB) because of its complicated buckling-restrained system. This study uses an adequate bracing approach to establish a more rigorous design procedure for the PCS-BRB by analyzing and designing the PCS-BRB as a braced system; a simplified midspan braced column with translational and rotational springs. Based on the results from an elastic buckling analysis, the influences of the midspan translational and rotational spring stiffnesses on the buckling axial loads associated with symmetric and antisymmetric buckling modes, respectively, are discussed. In a second-order analysis, the solution for the column differential equation of equilibrium is derived considering both symmetric and antisymmetric initial imperfections. The inverse interrelationship between the bracing strength and stiffness requirements is investigated. Then, using the results from these analyses for the midspan braced column, the adequate bracing approach is followed for the design of the PCS-BRB. The strength limits of the cable-stayed system are formulated for its effectiveness, and its adequate stiffness requirements are determined based on examination of these strength limits. A detailed design procedure and an elementary design example are presented.
出版年: 2018
论文唯一标识: P-26Y2018V144N10008
英文栏目名称: ANNIVERSARY PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0002162
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 10
页码: 78-89
检索历史
应用推荐