REINFORCED CONCRETE IN SHEAR: A MODIFIED ROTATING-ANGLE SOFTENED-TRUSS MODEL

被引：0
|
作者：
Wong, H. F. [1 ]
Kuang, J. S. [1 ]
机构：
[1] Hyde Consulting Hong Kong Ltd, Hong Kong, Hong Kong, Peoples R China
来源：
PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON TALL BUILDINGS | 2010年
关键词：
modified rotating-angle softened-truss model; reinforced concrete; shear strength;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A modified rotating-angle softened-truss model for predicting the shear strength of reinforced concrete membrane elements is derived based on the concepts of modified compressive field theory and rotating-angle softened truss model, where "the concrete contribution" in cracked concrete membrane elements is adequately considered. Solution scheme of the proposed model is presented. The theoretical predictions and experimental results of reinforced concrete panels subjected to in-plane shear show good agreement.
引用
收藏
页码：699 / 707
页数：9
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