摘要
本文通过对一榀１／２比例两跨底部一层框架，上部三层钢筋砼一砖砌体横向组合墙结构简化模型的伪静力试验及有限元计算，研究了无洞连续框墙梁在竖向荷载或竖向荷载和水平地震力同时作用前后的抗震变形性能及承载力等问题，验证了原型结构的安全性并探讨了简化设计方法．
By a 1/2 scale model experiment with frame on first storey and composite wall on upper three storeys under low cyclic loadings and finite element analysis, seismic properties of the continuous wall-beam are studied after & before vertical and/or seismic loads. Also testify the safety of the prototype building and discuss the design method of the wall-beam
关键词
框支连续墙梁
组合墙
模型试验
抗震性能
frame supporting continuous wall-beam
composite masonry
model test
earthquake resistance
