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。
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。
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。
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。
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。
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。
This method can be used to analyze shear wall structures with elastoplastic hinges or dampers as well as tall frame-type structures.
用本文的方法可以计算具弹塑性铰或弹塑性耗能器之剪切墙及框架式高层建筑结构。
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 paper presents the approximate analytical methods for free vibration of tall buildings of frame, shear-wall and frame shear-wall structures.
本文研究框架、剪力墙及框架-剪力墙结构自由振动的近似计算方法。
The procedure for direct Displacement- Based Seismic Design ( DBSD) method of frame- shear wall structures is briefly introduced.
简述了框架-剪力墙结构直接基于位移的抗震设计过程。
The Initial Parameter Method for Static and Dynamic Analysis of Frame Shear-Wall Structures with Variable Sections;
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;
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。
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