RC剪力墙连梁延性性能分析

Ductility Analysis on Continuous Beams of Reinforced Concrete Shear Wall

在ANSYS(大型通用有限元分析软件)的帮助下,对跨高比为3的连梁进行了有限元模拟。目前,工程中对于跨高比在2.5-3.5之间的情况,还是依靠经验来完成。这就为连梁在实际工程中的应用提供理论依据,同时也作为后续同类研究的参考。

The overall performance of shear wall structure in earthquake is closely related to the ductility of continuous beams. Based on the above two points, the experiments simulates continuous beams when they are on the span-depth ratio of 3, with the help of AN- SYS, which is a large universal finite element analysis software. It provides a basis for the design of the structure as well as a reference for similar studies.