钢筋混凝土交错剪力板结构回撤研究通知

Bin Wang, Wenxin Zhang, J. Gao
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引用次数: 0

摘要

通过对三种交错剪力板结构模型和一种传统框架-剪力板结构模型在低周荷载作用下的比较,分析了交错剪力板的破坏形态、滞回特性、耗能能力、刚度退化、位移延性等性能。结果表明:与传统剪力板结构相比,交错剪力板结构具有更高的侧移刚度,且具有更好的初始刚度。交错剪力板结构的位移延性和耗能能力略低于传统剪力板结构,但在墙体布置合理、结构措施适当的情况下,交错剪力板结构仍具有良好的抗震位移延性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Notice of RetractionStudy of reinforced concrete staggered shear panels structure
According to the comparing of three models of the staggered shear panels structure and one models of the traditional frame-shear panels structure under low-cyclic loading, the performance of the staggered shear panels, such as failure appearance, hysteretic characteristics, energy dissipation capacity, rigidity degeneration, displacement ductility. The result is follows: comparing to the traditional shear panels structure, the staggered shear panels structure has higher lateral stiffness, and present better initial rigid. It's displacement ductility and energy dissipation capacity is a little lower than the traditional shear panels structure, but when the layout wall is rational and structural measure is proper, the staggered shear panels structure still have good displacement ductility for seismic resistance.
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