摘要
为研究叠合板式剪力墙结构体系在搭接拼缝存在下的抗震性能,设计了三层高叠合板式剪力墙结构模型进行模拟地震振动台试验,并对这种新型结构体系的破坏模式、拼缝及墙体的抗震性能进行了分析。研究结果表明:这种新型预制叠合板式剪力墙结构的拼缝在各工况下能够有效地传递地震作用力,并保持结构空间的整体性能。
A three-story superimposed concrete wall structure model was designed in this paper, and itsseismic performance was tested on the shaking table, taking account of the horizontal seams. The damagemechanism of the superimposed concrete wall structure with horizontal seams was also studied through the testanalysis. It turns out that the seismic load can be transmitted through the designed horizontal seams effectivelyand the integrity of the structure can be guaranteed.
出处
《结构工程师》
北大核心
2016年第3期119-126,共8页
Structural Engineers
关键词
叠合剪力墙
水平拼缝
振动台试验
superimposed concrete wall, horizontal seam, shaking table test
