The rigidity of shear wall linked with the ground is an important factor in influencing the safety and economic of the shear wall structure supported on frame-shear wall structure.
落地剪力墙刚度是影响框支剪力墙结构安全性和经济型的重要因素之一。
In order to increase the overall structure anti-earthquake performance, structure layout, the shear wall structure on the ground and transfixion part to base form ground shear wall.
为了增加结构整体的抗震性能，在结构平面布置时，宜将结构上部分剪力墙落地并贯通至基础形成落地剪力墙。
In this paper, the application of direct displacement-based design method which is the most representative performance-based design method for the shear wall structure will be studied.
本文对基于性能的抗震设计方法中最具有代表性的直接基于位移的设计方法在剪力墙结构中的应用进行了研究。
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。
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。
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。
Through comparing the results between ANSYS and TBSA, a designing software, summarized some questions that we should pay attentions when designing the frame-supported shear wall structure.
通过对有限元分析软件ANSYS与工程设计软件TBSA计算结果的比较，总结出在框支剪力墙结构设计中应该注意的一些问题。
The factors relating to shear wall discussed in this paper are seismic intensity, site soil condition, weight and height of building, and top displacement of structure etc.
本文论述了不同设防烈度及场地条件，建筑高度和自重，以及顶点相对位移限值等因素与抗震墙用量之间的关系。
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。
The test results proved that the seismic behavior of frame-supported short-leg shear wall structure by reasonable design is accepted.
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。
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。
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。
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 height of the structure has small influences to the interruptable shear wall height.
结构高度对中断剪力墙高度的影响较小。
The seismic behaviors of reinforced concrete structure frame-supported short-leg shear wall structure are investigated in the thesis of the test.
试验重点研究了框支短肢剪力墙结构的延性、耗能性、刚度衰减特征，结构的屈服机制和破坏机制。
In accordance with the characters of composite masonry structure building supported by frame shear wall with wide bay at bottom, a sub structure pseudo dynamic test was carried out.
针对底层大开间组合墙房屋的特点，对模型房屋进行了子结构拟动力试验，测定其抗侧刚度，发现了抽柱对结构性能的重要影响。
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。
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。
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。
Hot-rolled seamless steel tube column, as the main vertical load-bearing member, plays the role of structure transferring between the cast RC frame shear wall and the steel roof truss.
以热轧无缝钢管柱为主要竖向承重结构构件，承担现浇钢筋混凝土框架剪力墙结构与钢屋架之间的结构转换作用。
Finally the comparison of dynamic characters of structure of composite wallboard and shear wall of reinforced concrete proves that the former is superior in seismic performance to the latter.
最后将复合墙板结构与钢筋混凝土剪力墙结构的动力反应特性进行了比较，结果表明复合墙板结构具有优于钢筋混凝土剪力墙结构的抗震性能。
The formulas to calculate the mentioned parameter for semi-rigid frame-shear wall structure are deduced by introducing eduivalent area moment of inertia .
探讨了半刚性连接对框剪结构中剪力墙位移系数、弯矩系数、剪力系数和框架剪力系数等的影响；
Considered the characteristics of high-rise residential short-leg shear wall structure, a new kind of plywood formwork with steel frame is researched.
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。
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。
This paper briefly introduces the structure, the characteristic and the construction technology of a new compound reinforced concrete shear wall frame—CL structure system.
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。
For the frame-wall structure system, the seismic story shear of frame will change along with stiff degenerating of wall.
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。
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。
The key point of design of the short shear wall bearing frame structure system is discussed. And the design could be referred to the similitude engineering.
论述了短肢剪力墙框支结构体系设计要点，为相似工程提供设计参考。
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。
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