底部框架─抗震墙房屋过渡层刚度计算统一公式

Unified Formula of Stiffness of Transitional Story of Masonry Building with Frame-wall Structure at Bottom Story

过渡层抗震墙侧移刚度的计算较复杂.在理论分析的基础上,推导了无洞口墙、小开口墙、有洞口墙和带构造柱砖墙侧移刚度的统一计算公式,该公式简单、方便、实用.

It is complex to calculate accurately the lateral stiffness of shear walls of transitional story of masonry building with frame-wall structure at bottom story. Based on theoretical analysis, a unified formula, which is simple, convenient and practical, has been brought out for calculating lateral stiffness of masonry walls with no hole, little hole, hole or construction columns.