前言填充墙框架在建筑结构中应用较多。过去在设计计算中往往对框架中的填充墙仅作为非结构构件,不考虑其受力作用。但在水平荷载(风力、地震力)作用下,填充墙实际上是与框架共同工作的。为了阐明填充墙框架的受力性能,国内外都进行过试验研究。据查阅已有文献资料,国外在这方面的试验研究自本世纪50年代即已开始,我国自1962年以来也陆续发表了一些研究成果。根据具体情况,我国所试验研究的基本上都是钢筋混凝土框架及砖填充墙;国外所进行的试验为钢框架或钢筋混凝土框架而以前者居多,框架内的填充墙多为混凝 Preface Infill wall frames are used more often in building structures. In the past, in the design calculations, the infill walls in the frames were only used as non-structural components, regardless of their force. However, under the effect of horizontal loads (wind and seismic forces), infill walls actually work in conjunction with the framework. In order to elucidate the mechanical behavior of the infilled wall frame, both domestic and foreign researches have been conducted. According to the review of existing literature, foreign research in this area has started since the 1950s. China has also published some research results since 1962. According to the specific conditions, all the tests and researches in China are basically those of reinforced concrete frames and brick-filled walls; the tests conducted abroad are mostly steel frames or reinforced concrete frames and the former are mostly, and most of the filling walls in the frame are coagulation.