梁兴文  易文宗  王庆霖  李晓文  秦福华
    （西安建筑科技大学  西安 710055）

[提要]  做了三榀两跨框支墙梁1/2比例模型试验；对模型在竖向及反复水平荷载作用下的破坏过程、破坏机理和水平承载力等进行了分析；根据试验与分析结果，论述了这种结构的抗震性能。
[关键词]  框支连续墙梁 模型试验 抗震性能 水平承载力

In this paper, three l/2 - scale model specimens of frame - supported continuous masonry wall are tested; horizontal bearing capacity, process and mechanism of failure for mociel specimens under the action of vertical and horizontal load are analyzed. According to the results of test arid analysis, aseismic behavior of the structure are discussed.
Keywords: frame-supported continuous masonry wall; model test; aseismic behavior; horizontal bearing capacity