］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.
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.
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.
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.
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.
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.
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.
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.
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。
In recent years, the steel frame-shear wall structure system to get the more and more extensive application in our country.
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。
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.
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 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.
本文提出用位移迭代法及混合迭代法分析剪力墙及框架结构体系。
The displacement iterative method and mixed iterative method are suggested to be used to analyze the multi-order wall-frame structure and frame structure.
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。
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。
This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures.
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