Short shear wall structure system has been widely used in high rise flats for its advantages of flexibility of arrangement and lower cost.
高层建筑短肢剪力墙结构具有结构布置灵活、造价相对较低的优点，因而被广泛地应用于高层住宅中。
As the first and chief component to anti-earthquake in the shear wall structure designing, the coupling wall-beam, which is designed well or not, affects the anti-earthquake performance of a building.
连梁作为剪力墙结构抗震设计中的第一道防线和主要耗能构件，其设计的合理与否直接影响到建筑物抗震性能的好坏。
Tie beam is an important element in frame-shear wall structure.
连梁在框架-剪力墙结构中，也是很重要的一个构件。
The frame-supported shear wall structure is a combination of frame and shear wall.
框支剪力墙结构体系是将框架结构和剪力墙结构相结合的产物。
Short pier RC shear wall structure system with concealed bracings was put forward.
提出了钢筋混凝土带暗支撑短肢剪力墙结构体系。
Frames, shear wall, frame shear wall, frame tube and tube structures are included.
这些结构包括框架、剪力墙、框一剪、框筒和筒体结构。
The distribution of storey shearing force in frame-shear wall structure is discussed.
讨论了框剪结构在弹性和弹塑性工作状态下楼层剪力的分配机理。
Two new analytic methods of tall frame - shear wall structure are presented in this paper.
本文提出了两种高层框架—剪力墙结构的分析方法。
Furthermore, shear wall structure can be treated as a special case of wall-frame structures.
另外，剪力墙结构也可以当作是框-剪结构的一种特殊情形来加以分析。
ANSYS is employed to model the semi-rigid concrete filled steel stub frame-shear wall structure.
使用ANSYS建立了半刚性连接钢管混凝土框剪结构的有限元模型。
Short-leg shear wall structure system has the advantages of frame structure and shear wall structure.
短肢剪力墙结构体系兼有框架结构和剪力墙结构的优点。
Therefore, the short pier shear wall structures have well ductility and ability of energy dispassion.
短肢剪力墙结构具有较好的延性和耗能能力。
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。
In shear wall structure and frame - shear wall structure the percentages are very close, they are all 32%.
剪力墙和框架一剪力墙结构相差不多，均为32%左右。
A finite element model for nonlinear dynamic analysis of reinforced concrete block shear wall is pointed out.
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。
The short pier RC shear wall structure emerging recent years is one new structure system for high-rise residence.
短肢剪力墙结构体系，是近年兴起的一种新型高层住宅结构体系。
As a new lateral resisting element, steel plate shear wall with vertical slits has favorable integrative benefits.
带缝钢板剪力墙作为一种新型的抗侧力构件，有着良好的综合效益。
Multi vertical line element model is the most widely used model in the nonlinear analysis of shear wall structures.
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。
Short shear wall structure is a special shear wall construction to adapt to the requirements of the wall structure.
短肢剪力墙结构是适应建筑要求而形成的特殊的剪力墙结构。
The experiments show that the seismic performance of short-pier shear wall with concealed bracings is greatly improved.
试验表明，带暗支撑双肢短肢剪力墙的抗震能力比普通双肢短肢剪力墙显著提高。
The results show that, with the (increase) of the rigidity characteristic, the interruptable shear wall height increases.
计算表明：随着刚度特征值的增加，可中断剪力墙的高度随之增加。
The monotonic shear testing of two-story model reinforced masonry shear wall in different compressive force was performed.
随后进行了两榀两层配筋砌块砌体剪力墙在不同竖向荷载下的单调加载受剪性能试验。
For the masonry building with frame-shear wall on bottom stories, the plate design of the changing floor is very important.
在底部框架-抗震墙砖房设计中，转换层楼板的设计是十分重要的环节。
The results of this thesis can provide some reference for the analysis and designing of the frame-supported shear wall structure.
本论文的分析结果，为框支剪力墙结构的分析和设计提供了一定的参考。
The structural analysis, construction measurement and construction method of frame shear wall structure modification are elaborated.
阐述了框架—剪力墙结构改造中的结构分析、构造措施以及施工方法。
The general principle of frame shear wall structure design, selection of floor architecture, beam column layout, etc. are described.
介绍框架-剪力墙结构设计中的一般原则、楼面体系的选用、框架梁柱布置等问题。
This method can be used to analyze shear wall structures with elastoplastic hinges or dampers as well as tall frame-type structures.
用本文的方法可以计算具弹塑性铰或弹塑性耗能器之剪切墙及框架式高层建筑结构。
Minimum shear force required in the design of frame in frame-wall structure and necessity of story beam in shear wall are discussed.
分析了框剪结构中框架承担的最小地震剪力及框剪结构中剪力墙设楼层梁问题。
The structure is divided into the upper frame structure and the lower frame-shear wall structure under the lateral earthquake action.
基于对框架剪力墙体系的认识，分析了上部框架-下部框架剪力墙结构在水平地震作用下的变形。
The structure is divided into the upper frame structure and the lower frame-shear wall structure under the lateral earthquake action.
基于对框架剪力墙体系的认识，分析了上部框架-下部框架剪力墙结构在水平地震作用下的变形。
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