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.
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。
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).
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。
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.
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。
The most commonly used lateral force resisting system (LFRS) for rectangular all-wood or low-rise masonry and wood buildings is the shear wall mechanism combined with horizontal diaphragms.
矩形全木房屋或低层砖石木建筑物最常用的侧向力抵抗系统（LFRS ）是剪力墙机制，并结合横隔使用。
Light steel reinforced concrete shear wall is a system structure resisting lateral force, so the shear strength is the main performance parameter.
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.
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。
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