Shear wall has been widely used in reinforced concrete building structures.
剪力墙在钢筋混凝土建筑结构中有着广泛的应用。
This engineering is eleven layer reinforced concrete frame shear wall structure.
本工程为十一层钢筋混凝土框架-剪力墙纸局。
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。
So, this thesis introduces a new residential structure system presumed hollow shear wall r.
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。
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。
Draw some valuable conclusions for the short shear wall structure provides the basis for the design.
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。
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。
Prefabricated shear wall and composite plate are the key components of the production cost of PC components.
预制剪力墙和叠合板建安费用是影响PC构件生产费的关键因素。
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。
This paper discusses high-level framework for seismic design of shear wall structure and some views are given.
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。
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 fourth chapter infers the best rigidity the expression of shear wall based on the limited value the structure apex.
第四章基于结构顶点位移限值推导出剪力墙最佳刚度的表达式。
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。
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。
The reinforced concrete masonry shear wall structure with its energy saving system is the main structure system for the high-building.
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。
Through the research of corrugated steel shear wall in repeated load, the ultimate load-carrying capacity and hysteresis property is found.
对整片折板钢板剪力墙在反复荷载下滞回性能进行研究，得到了折板钢板剪力墙极限承载力、延性和滞回性能。
For different residential building planes which used shear wall structures, the structure arrangements all have relative relational styles.
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。
Quantity of earthquake resisting wall setup in frame-shear wall structure is key whether or not structure is safety, economy and reasonable.
框架—抗震墙结构中抗震墙设置数量的多少是框架—抗震墙结构体系是否安全、经济、合理的关键。
Therefore, the systematic study of short-shear wall structural performance in engineering design has become an urgent need to resolve the issue.
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。
This article focused on analysis of the tension screw on the quality of concrete in the shear wall and put forward some specific proposal measures.
本文就重点就对拉螺杆对剪力墙混凝土质量的影响进行分析，提出了几点针对性的建议措施。
应用推荐