偏心支撑框架是一种理想的钢结构抗侧力体系。
Eccentrically braced frame is one of perfect lateral resistant systems.
本文提出空间联肢剪力墙结构抗侧力的一个分析方法。
In this paper, using the continuous medium technique, a method of analysis of interconnected space shear walls to lateral load is presented.
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。
Steel frame with cavity sandwich wall infill is a new style lateral resistant system of steel structure.
提出了一种新型的防屈曲钢板墙用作高层建筑的抗侧力构件。
A new type of lateral force resisting system, the buckling-restrained steel plate shear wall (BR-SPW), proposed by the authors was tested and analyzed in detail.
带缝钢板剪力墙作为一种新型的抗侧力构件，有着良好的综合效益。
As a new lateral resisting element, steel plate shear wall with vertical slits has favorable integrative benefits.
轻钢骨混凝土剪力墙作为一种抗侧力体系，其抗剪强度是其主要的性能参数。
Light steel reinforced concrete shear wall is a system structure resisting lateral force, so the shear strength is the main performance parameter.
楼板的刚性不仅同楼板本身的刚度有关，而且同抗侧力构件的刚度及分布有关。
Floor rigidity has relations not only to floor stiffness, but also to stiffness and location of anti-shear member.
框架—支撑结构是一种重要的抗侧力结构体系，这种结构已经广泛的应用于实际工程中。
The frame-brace structure is an important and effective system which is easy to build and has good performance to resist seismic load.
钢板墙已成为一种非常具有发展前景的高层抗侧力体系，非常适合高烈度地震区建筑采用。
Steel plate shear wall has become a very promising lateral load resisting system, is very ideal for seismic zone to use.
从高层建筑抗侧力体系出发，通过丰富的实例，分析了巨型结构体系的各种形式和受力特点。
Based on the lateral force resisting system of high rise building, through abundant examples, this paper analyzes the types and internal force characteristics of megastructure systems.
结果表明，带缝钢板剪力墙是一种优良的抗侧力构件，有着其它抗侧力构件无法比拟的优点；
The result indicated that the steel shear wall with slit is just the excellent lateral resistant member and is prior to other lateral resistant member.
而高强混凝土剪力墙作为高层建筑中的主要抗侧力构件，其抗震性能的好坏对结构影响很大。
As the main lateral resisting member in high-rise building, the anti-seismic performance of high-strength concrete shear wall exerts a tremendous influence over structure.
为简化双重抗侧力体系二阶分析，将结构的二阶效应转化为结构的负刚度，从而建立分析模型。
A model for simplified second order analysis of the double resistance to lateral force system is built on the basis to transform second order effect into negative stiffness.
底层框架—抗震墙结构是山钢筋混凝土框架、抗震墙和上部砖房两种承重和抗侧力体系所构成。
The Sublayer Frame-shear Structure consists of the two kinds of load-bearing and anti - lateral force system in the reinforced concrete frame, the anti-seismic wall and the upside brick house.
为钢结构住宅体系的结构选型提供依据，在抗侧力体系的布置、构件选用等方面提出了设计建议。
The gist for structure lectotype and design consults about the disposal of the lateral resistant system and the member of columns are given.
结构层高与柱高宽比愈小，主要抗侧力构件沿结构周边布置愈分散、均匀，结构的抗扭刚度愈大。
The structural torsion stiffness will increase when the structure is taller and the column section ration of height to width is smaller.
上海中心大厦是由巨型框架-核心筒-伸臂桁架抗侧力体系组成的超高层建筑，结构的稳定性备受关注。
Shanghai Tower is a high-rise building composed of mega frame-core-outrigger lateral resisting system. The structural stability has been concerned widely.
矩形建筑物，作用在短方向上的横向荷载(如上所示)普遍对主要抗侧力体系(LFRS)造成主要问题。
In rectangular buildings, lateral loads acting in the short direction (as shown above) generally pose the greatest problem to the primary lateral force resisting system, (LFRS).
对支撑体系的抗侧力性能进行了系统的研究，对中心支撑体系和偏心支撑体系的非线性性能进行了简化分析。
A systematic research is done on the lateral behavior of braced steel frame system and the nonlinear behavior of concentrically braced frames (CBFs) and eccentrically braced frames (EBFs) is analyzed.
剪力墙是轻型木结构抵抗侧向荷载的重要构件，研究剪力墙的抗侧力性能是研究轻型木结构抗侧力 性能的关键问题。
Shear walls are commonly used as the primary component of the lateral load resisting system. The research on the performance of lateral load resistance is a key problem in Light-frame wood structures.
因此，本文着重研究这种结构的主要抗侧力部分—钢筋混凝土核心筒的非线性地震反应分析方法，旨在为进一步深入研究整个结构的抗震性能及抗震设计方法奠定基础。
So this paper gives mainly a nonlinear seismic response analysis method of reinforced concrete core-tube, which is key lateral-force-resisting member of the steel-concrete hybrid structures.
因此，本文着重研究这种结构的主要抗侧力部分—钢筋混凝土核心筒的非线性地震反应分析方法，旨在为进一步深入研究整个结构的抗震性能及抗震设计方法奠定基础。
So this paper gives mainly a nonlinear seismic response analysis method of reinforced concrete core-tube, which is key lateral-force-resisting member of the steel-concrete hybrid structures.
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