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。
The shaking table experiment of seismic retrofitting of earthquake damaged RC frame shear wall structure using MRD is implemented.
利用MRD对一有损伤钢筋混凝土框-剪偏心结构进行抗震加固，并进行振动台试验。
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 experimental results indicate that MRD can significantly enhance aseismic performance level of the seismic damaged RC frame shear wall structure, and meet all the earthquake fortification levels.
结果表明，采用MRD智能加固后的结构抗震性能大大提高，优于用被动控制方法加固的结构。
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 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。
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。
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。
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。
As two bottom stories of frame shear wall in commercial building, the methods of anti earthquake design of upper laying structure were not dealed with in code.
作为商住楼的底部二层框架—剪力墙、上部砌体结构的抗震设计方法，在规范中并无涉及。
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。
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。
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。
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。
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 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。
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。
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。
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。
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。
In recent years, the steel frame-shear wall structure system to get the more and more extensive application in our country.
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。
The paper puts forward a kind of calculating method for displacement, internal force and interaction of high-rise frame-shear wall structure under lateral load by using continuity method.
提出一种采用连续化方法对高层框架—剪力墙结构在侧向荷载作用下的位移、内力及相互作用的计算方法。
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 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；
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 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。
The frame structure with braces is a kind of structure which has more reasonable force bearing behavior and is more economic compared with the traditional frame-shear wall structure.
与传统的框架-剪力墙结构相比，斜撑框架结构是一种受力更为合理、经济的结构体系。
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 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。
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