摘要
制作三组不同形式的夹心节能复合墙体墙试件,通过低周反复荷载试验,观察试验完成后墙片的破坏形态,提出了夹心节能复合墙体墙三阶段的破坏形态理论。
According to the short cyclic loading test on three different samples of double-leaf masonry with core, the paper puts forward the damage form theory of double-leaf masonry with core in three stages.
出处
《砖瓦》
2012年第5期11-13,共3页
Brick-tile
基金
国家"十一五"科技支撑计划项目(2006BAJ02B01)
关键词
夹心墙
荷载
裂缝
应变
double-leaf masonry with core, load, crack, strain