］宁波保康光明医院主体部分采用框架剪力墙结构体系。
The fram-shear wall structure is adopted in Ningbo Baokang Sunshine Hospital.
此方程组适用于楼层刚度变化不规则的框架剪力墙结构分析。
It can be used directly to systems with irregular story stiffness.
此方程组适用于楼层刚度变化不规则的框架剪力墙结构分析。
The Initial Parameter Method for Static and Dynamic Analysis of Frame Shear-Wall Structures with Variable Sections;
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.
为改善钢筋混凝土框架剪力墙结构抗震设计，完善框剪结构自振周期计算经验公式。
To improve the seismic design of reinforced concrete frame-shear wall structures, the empirical formula for estimation of the fundamental periods were investigated, and a new formula was presented.
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.
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.
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。
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.
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。
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.
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.
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.
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。
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.
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.
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.
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 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.
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.
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.
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 formulas to calculate the mentioned parameter for semi-rigid frame-shear wall structure are deduced by introducing eduivalent area moment of inertia .
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。
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.
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 general principle of frame shear wall structure design, selection of floor architecture, beam column layout, etc. are described.
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.
用纯钢框架模型和等效钢筋混凝土框架剪力墙模型分别计算结构在竖向荷载及侧向荷载组合下的受力性能。
The structural behaviors under vertical and horizontal loads are analyzed with a steel frame model and an equivalent reinforced concrete frame-shear wall model respectively.
短肢剪力墙结构体系作为一种新型的高层结构体系，其在结构性能方面既具有框架和剪力墙结构的双重特点，又有区别于框架和剪力墙的许多新特点。
As a new structure system, the short-leg walls system has the characters of both frame-structure and shear-wall structure, but it also has some new characters of its own.
这些结构包括框架、剪力墙、框一剪、框筒和筒体结构。
Frames, shear wall, frame shear wall, frame tube and tube structures are included.
TAT软件具有准确、高效的特点，在高层和多层的框架、框架-剪力墙等结构形式的设计中得到了广泛的运用。
TAT software has accurate, high-efficient characteristics, so it gets extensive application in the structure design forms such as frame, frame-shearwall and shearwall structure and so on.
采用沿高度方向连续化的方法，建立了框架-剪力墙-薄壁筒斜交结构协同分析的连续化计算模型。
By use of the uniformization technique, a continuous computational model is developed for the analysis of frame-shear wall-thin walled core skew combined structures.
某框架-剪力墙结构高层建筑的钢筋混凝土框架柱，在施工过程中局部出现了超出规范允许值的垂直度偏差，影响了结构性能。
The reinforced concrete frame column of a high-rise building with frame-shear wall structure partially has a vertical deviation during construction, thus affecting its structural function.
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。
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。
Minimum shear force required in the design of frame in frame-wall structure and necessity of story beam in shear wall are discussed.
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