短肢剪力墙结构具有较好的延性和耗能能力。
Therefore, the short pier shear wall structures have well ductility and ability of energy dispassion.
提出了钢筋混凝土带暗支撑短肢剪力墙结构体系。
Short pier RC shear wall structure system with concealed bracings was put forward.
本文提出了两种高层框架—剪力墙结构的分析方法。
Two new analytic methods of tall frame - shear wall structure are presented in this paper.
连梁在框架-剪力墙结构中，也是很重要的一个构件。
Tie beam is an important element in frame-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。
Short-leg shear wall structure system has the advantages of frame structure and shear wall structure.
因此对于框架—剪力墙结构的时程分析，宜采用宏观方法。
So we can only use macroscopic method to analyze the time-history of frame-wall structures.
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。
Short shear wall structure is a special shear wall construction to adapt to the requirements of the wall structure.
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。
The frame-supported shear wall structure is a combination of frame and shear wall.
得出一些有价值的结论，为短肢剪力墙结构的设计提供了依据。
Draw some valuable conclusions for the short shear wall structure provides the basis for the design.
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。
The short pier RC shear wall structure emerging recent years is one new structure system for high-rise residence.
本文主要论述了高层框架剪力墙结构在抗震设计方式中的一些看法。
This paper discusses high-level framework for seismic design of shear wall structure and some views are given.
近年来，钢框架-剪力墙结构体系在我国得到了越来越广泛的应用。
In recent years, the steel frame-shear wall structure system to get the more and more extensive application in our country.
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 structural analysis, construction measurement and construction method of frame shear wall structure modification are elaborated.
在此情况下，本文提出了一种新型的住宅结构体系—空心剪力墙结构。
So, this thesis introduces a new residential structure system presumed hollow shear wall r.
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 results of this thesis can provide some reference for the analysis and designing of the frame-supported shear wall structure.
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。
Furthermore, shear wall structure can be treated as a special case of wall-frame structures.
根据短肢剪力墙结构的受力和变形特点，建立了异形墙肢多垂直杆模型。
According to mechanical property and deformation feature of short-lag shear wall, special-shaped multi-component model is put up.
对于采用剪力墙结构的不同住宅建筑平面，结构布置都有相对合理的方式。
For different residential building planes which used shear wall structures, the structure arrangements all have relative relational styles.
试验结果表面，经过合理设计的框支短肢剪力墙结构具有良好的抗震性能。
The test results proved that the seismic behavior of frame-supported short-leg shear wall structure by reasonable design is accepted.
高强配筋砌块砌体剪力墙结构及其节能体系是高层砌块建筑的主要结构体系。
The reinforced concrete masonry shear wall structure with its energy saving system is the main structure system for the high-building.
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.
研究了空心钢筋混凝土剪力墙结构的连梁—墙肢刚度比与连梁延性之间的关系；
The relation of stiffness ratio of coupling wall-beam to coupled wall and ductility of coupling wall-beam is discussed.
结合高层住宅短肢剪力墙结构的特点，研究开发了一种新型钢框胶合板模板体系。
Considered the characteristics of high-rise residential short-leg shear wall structure, a new kind of plywood formwork with steel frame is researched.
因此，系统地研究短肢剪力墙结构的性能已成为工程设计中迫切需要解决的课题。
Therefore, the systematic study of short-shear wall structural performance in engineering design has become an urgent need to resolve the issue.
颜鹏，刚性连接钢框架—内填钢筋混凝土剪力墙结构体系的滞回性能及抗震设计对策。
Hysteretic Behavior and Design Criterion of Composite Steel Frame-Reinforced Concrete Infill Wall Structural System with FR Connections.
对于框架—剪力墙结构体系而言，随着剪力墙的刚度退化，框架的地震层剪力会不断变化。
For the frame-wall structure system, the seismic story shear of frame will change along with stiff degenerating of wall.
介绍了一种新型复合钢筋混凝土框架剪力墙结构体系—CL结构体系的构造、特点及施工工艺。
This paper briefly introduces the structure, the characteristic and the construction technology of a new compound reinforced concrete shear wall frame—CL structure system.
在动力分析方法方面，本文将精细积分法应用到短肢剪力墙结构中，提出了纽马克—精细时程法。
Precise time integration method is applied in short-leg shear wall, and a new scheme is put forward which is referred as Newmark-precision time history method.
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。
The structure is divided into the upper frame structure and the lower frame-shear wall structure under the lateral earthquake action.
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