短肢墙结构是一种新型结构体系，最近几年来在我国逐渐兴起，因为具有诸多的优点而得到大家认可和广泛应用。
Short-leg shear wall structure is a new type of lateral structure in China in recent years. It has been approved and widely used because of has many advantages.
本文还对结构体系顶层节点处短肢墙墙端的弯矩增大系数和现浇板无粘结预应力筋对结构体系抗震性能的影响进行了讨论。
This paper studies the flexural strength ratio between walls and beams at top floor end joint, and debates the non-cohesive prestressed bars effect on resisting earthquake in the structure.
提出了钢筋混凝土带暗支撑短肢剪力墙结构体系。
Short pier RC shear wall structure system with concealed bracings was put forward.
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