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ANALYSIS OF REINFORCED CONCRETE COUPLED SHEAR WALL STRUCTURES

机译：钢筋混凝土剪力墙结构分析

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摘要

The ultimate strength analysis of reinforced concrete coupled shear walls with one or two bands of openings requires a two-stage approach. In the first stage, the analysis of the coupling beams is carried out. This is followed by the analysis of the complete wall in the second stage. A simple approach based on the 'total moment concept' for the analysis of coupled shear walls with one or two bands of openings is presented. Experimental results supporting the predictions of the mode of failure and ultimate strength is also presented. This study updates previous research and enhances further understanding of the behaviour of reinforced concrete shear wall structures at ultimate limit states of loading. Copyright
机译：具有一个或两个开口带的钢筋混凝土耦合剪力墙的极限强度分析需要采用两阶段方法。在第一阶段，进行耦合梁的分析。第二阶段是对整个墙体进行分析。提出了一种基于“总力矩概念”的简单方法，用于分析具有一个或两个开口带的耦合剪力墙。还提供了支持破坏模式和极限强度预测的实验结果。这项研究更新了以前的研究，并增强了对钢筋混凝土剪力墙结构在极限极限荷载状态下的行为的了解。版权

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