Three-dimensional nonlinear analysis on complex hybrid structure

Zhao Nan, M. Kai, Tang Shaoxue, Chen Binlei, Li Ting, Li Kangning
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Abstract

Three dimensional nonlinear dynamic analysis was carried out by finite element software named CANNY. The whole structure analysis including frame-shear wall structure, local large-span spatial structure and post-tensioned prestressed structure was proposed. The results show that the whole structure is good under forces, and slight damage is found even under rare earthquake. Nodes of space truss are destroyed after yielding of main members, and ultimate bearing capacity is fully played. Nodes of steel reinforced concrete column-steel truss show favorable properties on bearing capacity, ductility, capacity of deformation and energy dissipation, and seismic behavior is satisfied.
复杂混杂结构的三维非线性分析
采用有限元软件CANNY进行三维非线性动力分析。提出了框架-剪力墙结构、局部大跨度空间结构和后张预应力结构的整体结构分析。结果表明,整个结构受力良好,即使在罕见的地震作用下也有轻微的破坏。空间桁架主要构件屈服后节点被破坏,极限承载力得到充分发挥。钢筋混凝土柱-钢桁架节点在承载力、延性、变形能力和耗能能力上均表现出良好的性能,抗震性能较好。
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