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。
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。
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。
The frame structures and the frame-shear wall structures have been widely used in middle and high rise …
在中高层建筑中，框架结构和框架—剪力墙结构的应用十分普遍。
This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures.
本文提出了框-剪结构震害预测方法，并使框架、框-剪和剪力墙三种结构体系的震害预测统一起来。
Combined with practical work, the application of short shearing wall in a frame-shear wall structure is introduced.
结合工程实践介绍短肢剪力墙在框剪结构中的应用。
By use of directional and folded blasting, a fifteen-storeyed and polygonal building with frame-shear wall was demolished.
十五层多边形框剪大楼采用定向折叠爆破方案拆除。
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。
For the masonry building with frame-shear wall on bottom stories, the plate design of the changing floor is very important.
在底部框架-抗震墙砖房设计中，转换层楼板的设计是十分重要的环节。
The structure is divided into the upper frame structure and the lower frame-shear wall structure under the lateral earthquake action.
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。
In this paper, QR method and spline weighted residual method are combined to solve seismic responses of tall frame-shear wall structures.
本文将QR法和样条加权残数法结合起来，求解高层框剪结构的地震动力反应。
In this paper, QR method and spline weighted residual method are combined to solve seismic responses of tall frame-shear wall structures.
本文将QR法和样条加权残数法结合起来，求解高层框剪结构的地震动力反应。先用QR法建立结构的振动方程，然后，用样条加权残数法来求解。
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。
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；
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.
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。
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.
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。
Some reinforced concrete aseismic walls must be considered in design on the longitude and transverse in the brick masonry building with frame-shear wall at lower two stories.
底部两层框墙砖房中，在底部两层的横向和纵向应设计一定数量的钢筋混凝土抗震墙。
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。
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。
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 paper discusses emphatically the correspondence relations between rigid-jointed and pin-jointed systems in the continuous medium theory for calculating frame-shear wall structures.
本文着重论述连续化计算理论中刚接体系与铰接体系的对应关系。
This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures. The method can also be used for frame structures and shear wall structures.
本文提出了框-剪结构震害预测方法，并使框架、框-剪和剪力墙三种结构体系的震害预测统一起来。
Calculation results of the nonlinear time-history analysis show that using the technology of base-isolating in frame-shear wall structures can increase the structural seismic capability.
整体结构的非线性时程分析结果表明，在高烈度抗震区采用基础隔震技术，框架-抗震墙结构中通过基础隔震技术可以提高结构的抗震安全储备。
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 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.
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。
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.
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。
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 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 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。
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。
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