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Comparative Analysis and Treatment Suggestions for Weak Parts and Weak Components of Three-Dimensional Skip-Floor Staggered Shear Wall Structure

机译:三维刀架交错剪力墙结构弱部件和弱部件的比较分析与治疗建议

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Based on the elastic-plastic static analysis results of five shear wall structure models by using the finite element software ANSYS, this paper compares the structural cracks developing conditions of the two bottom layers of structural components, analyzes the weak parts, weak components and nodes of the structures, points out that the performance advantages of three-dimensional skip-floor staggered shear wall structure compared to the traditional coupled shear wall structure. Relevant research findings of this paper can provide the technical basis and essential data for promoting the application of skip-floor staggered shear wall structure and the preparation of the technical specifications.
机译:基于通过使用有限元软件ANSYS的五剪切墙体结构模型的弹塑性静态分析结果,本文比较了结构部件两层底层的结构裂缝,分析了弱部件,弱部件和节点该结构指出,与传统的耦合剪力墙结构相比,三维跳过地板交错剪力墙结构的性能优势。本文的相关研究结果可以提供技术基础和基本数据,以促进船架交错剪力墙结构的应用和技术规范的制备。

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