本文在模型实验基础上，采用有限元方法，对砂、软弱夹层和连续墙三种材料的组合结构进行了非线性分析。
In this raper, a model of continuous wall inserting in sand with a thin layer of grease as a slide surface has been loaded laterally in laboratory.
多垂直杆元模型是目前最为常用的一种用于剪力墙结构非线性分析的宏观模型。
Multi vertical line element model is the most widely used model in the nonlinear analysis of shear wall structures.
本文提出了配筋砼砌块剪力墙非线性动力分析有限元模型。
A finite element model for nonlinear dynamic analysis of reinforced concrete block shear wall is pointed out.
本文结合一超高层钢筋混凝土剪力墙一核心筒结构的模型试验与有限元动力分析，对超高层筒体结构的动力特性作了具体研究分析。
Incorporating with the model dynamic experiment and Finite-Element seismic analysis of a shear-wall superhigh building, paper gives the earthquake resistant behavior of such structures.
采用各向异性非线性弹性模型，对水荷载作用下粘土心墙坝进行有限元数值分析，并与邓肯模型计算结果比较。
A new anisotropic soil constitutive model is applied to the finite element analysis of a high earth core dam.
在高层建筑开洞剪力墙有限元分析中软件用户面临不同板单元模型的选取问题。
During the finite element analysis of shear-wall with opening in high-rise buildings, how to select an appropriate plate element model possesses important significant for software users.
对结构采用精细的弹塑性模型进行动力弹塑性分析，梁柱单元用塑性区模型，剪力墙用带分布钢筋的壳元+混凝土弹塑性损伤模型。
Based on the finite element analysis the outrigger, this paper presents an elastic plastic dynamic analysis to system by using the combined Member story model.
建立了带框架的开缝钢板剪力墙有限元模型，分析了主要开缝参数对其强度和弹性刚度等性能的影响。
The finite element model of steel plate shear wall with silts in frame is established and by which the effect of main silt parameters on its strength and stiffness is analyzed.
最后，本文利用ANSYS软件建立了剪力墙的有限元分析模型，有限元模型的结果很好地验证了使用本文中的加载装置更能真实的反映木剪力墙的真实的受力性能。
At the last part of this paper, ANASYS software is used in the shear walls modeling to verified the behavior of wood shear walls used a new setup recommend is more true.
最后，本文利用ANSYS软件建立了剪力墙的有限元分析模型，有限元模型的结果很好地验证了使用本文中的加载装置更能真实的反映木剪力墙的真实的受力性能。
At the last part of this paper, ANASYS software is used in the shear walls modeling to verified the behavior of wood shear walls used a new setup recommend is more true.
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