It has been simplified to calculate later stiffness of masonry building with frame-wall structure at bottom floors.
对底部框架—抗震墙房屋的侧移刚度计算进行了简化。
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。
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。
Equipment structure: wall plank and frame.
设备结构：墙板与框架式。
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 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 structure consists of an exposed steel frame and tilt-up concrete wall panels, which were formed using random-sized wood boards.
建筑结构采用了暴露的钢结构和向上倾斜的混凝土板，混凝土板是由大小不同的木板支模浇筑的。
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。
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。
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。
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。
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。
The superstructure of substation is designed as a frame structure, the wall body is built with 200mm thick hollow blocks.
变电站上部结构设计状况：框架结构，墙体为200厚空心砌块。
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。
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 space is naturally lit from above by the skylight, as well as the sliding glass door in the front of the structure, which is surrounded by an oak frame and retracts into a cavity in the wall.
空间自然利用上部的天光，以及建筑前面的滑动玻璃门，其四周是橡木框架并收缩为墙洞。
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。
Reinforced concrete thin-wall frame system can be used in the construction of broad space masonry structure instead of lengthwise outer wall masonry structure.
论述了对于具有较大开间和进深的砌体结构房屋，可采用钢筋混凝土薄壁框架体系取代砌体外纵墙。
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 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。
Generally speaking, the building droit wall brick and concrete structure is main wall; Frame structure housing internal wall generally not main wall.
一般来说，房屋所有权墙砖和混凝土结构是承重墙，框架结构房屋内部墙一般不会承重墙。
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。
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。
Steel frame with cavity sandwich wall infill is a new style lateral resistant system of steel structure.
首次提出了一种新型的空腔复合填充墙钢框架抗侧力体系。
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 this paper, the seismic reduction effectiveness and earthquake response of building with a twelve stories frame-shear wall structure adopting base seismic isolation is studied.
本文以一幢十二层框架—剪力墙结构作为研究对象，探讨采用基底隔震技术后的减震效果及其地震反应的特点。
A deep beam model with spring bearing is given, based on the analysis of middle frame of frame and shear wall structure ground floor, which is sensitivity to floor rigidity.
本文从对楼板刚性反应最敏感的构件(即框剪结构的底层中间框架)按刚、弹性计算的剪力误差值的分析入手，建立了一个由弹簧支承的水平深梁的模型。
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。
The framework of the wall structure is also known as frame structure, it is suitable for vertical layout of the complex or flat, greater horizontal load for high-rise buildings.
框架剪力墙结构亦被称为框剪结构，它对竖向布置繁杂或平面、水平荷载较大的高层建筑十分适用。
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