短肢剪力墙结构力学性能分析

Analysis of Mechanics Property of Short-pier Shearing Wall Structure

在分析整体小开口剪力墙结构、壁式框架结构和联肢剪力墙结构受力特点的基础上,提出了一种合理的短肢剪力墙结构形式,既克服了整体小开口剪力墙结构和传统联肢剪力墙墙肢净距受限的缺点,又克服了壁式框架结构连梁刚度过高的不足,同时短肢剪力墙还具有较佳的弹性力学性能.

According to the property of small-open monolithic shearing wall structure, wall-frame structure and coupled shearing wall structure, a new type of short-pier shearing wall has been advanced rationally, which overcomes the weakness of the limited clear distance between various wall limbs in small-open monolithic shearing wall structures and traditional coupled shearing wall structures, and conquers the shortcoming of much higher coupling beams in wall-structures. Besides, the short-pier shearing wall structures have very good elastic mechanics characteristic.