曲激婷

个人信息Personal Information

教授

硕士生导师

性别:女

毕业院校:大连理工大学

学位:博士

所在单位:土木工程系

学科:结构工程

办公地点:土木3号实验楼524房间

联系方式:0411-84708515-12

电子邮箱:qjt@dlut.edu.cn

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基于拟力法的剪力墙结构力学模型研究初探

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发表时间:2022-10-10

发表刊物:世界地震工程

卷号:31

期号:4

页面范围:201-209

ISSN号:1007-6069

摘要:The relationship between local deformation mechanism and the whole
   deformation mechanism of shear walls is one of the key points to
   establish theoretical structural model of shear wall based on the FAM
   (force analogy method) method. FAM is an inelastic analysis method based
   on changing the structural displacement field instead of changing
   structural stiffness in the traditional method. In this way, it can save
   storage space of stiffness, improve the solving efficiency and
   stability, and offer an excellent way for the nonlinear dynamic analysis
   of structures. Firstly, the fundamental theory of FAM was introduced and
   the core thinking for the establishment of mechanical model based on FAM
   was discussed. Then, the development process of two kinds of method used
   for shear wall analysis, as well as the failure modes, the failure
   mechanism and the determing method of skeleton curve of the shear walls
   were reviewed and summarized. Finally, reasonable suggestions and
   prospects are put forward for the exploration of mechanical model of
   shear walls based on force analogy method, which will be a new
   development for shear wall analysis and a supplement of the FAM theory.

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