This article bases on finite element method to discuss the finite element model work of shear-wall, by the study of shear-wall finite element effectively solve some problems in shear-wall finite element model work.
通常剪力墙单元是用膜单元来模拟其平面内刚度，用板单元来模拟其平面外刚度。 剪力墙构件在结构体系中主要发挥其平面内刚度的作用，因此研究人员主要关注其平面内的力学规律，各有限元软件对墙单元平面内刚度的模拟已日臻完善。
参考来源 - 建筑结构中剪力墙有限元分析模型的研究·2,447,543篇论文数据，部分数据来源于NoteExpress
A hyper finite element method applied to the structural analysis of shear wall is presented which is a new numerical method used for analyzing large scale complicated structure.
提出了一种用于剪力墙结构分析的超级有限元方法。超级有限元法是一种用于分析大型复杂结构的新的数值方法。
Through experimental study and finite element analysis, we draw that the vertical holes in the hollow shear wall structure with seams lessen self-weight so as to lower the earthquake action.
试验研究和有限元分析得出：此种带缝空心钢筋混凝土剪力墙结构中竖向孔洞的存在减轻了结构的自重，因而降低了结构的地震作用。
This paper deals with the interaction between shear wall and its foundation using finite element method.
本文采用有限单元法对建在多层地基上的剪力墙， 基础和土进行了共同作用分析。
应用推荐