Test of a Coupled Wall with High-Performance Fiber-Reinforced Concrete Coupling Beams

SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures Pub Date : 2009-10-01 DOI:10.14359/51663288

R. Lequesne, G. Parra-Montesinos, J. Wight

引用次数: 8

Abstract

Synopsis: Results from the test of a large-scale coupled-wall specimen consisting of two T-shaped reinforced concrete structural walls joined at four levels by precast coupling beams are presented. Each coupling beam had a span length-to-depth ratio ( / n h ) of 1.7, and was designed to carry a shear stress of

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高性能纤维-钢筋混凝土耦合梁耦合墙试验研究

摘要:本文介绍了由预制连接梁在四层连接的两个t形钢筋混凝土结构墙组成的大型连接墙试件的试验结果。每根连接梁的跨长深比(/ n h)为1.7，设计承受剪应力为

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures

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