摘要
作者通过一榀两跨框支格构式轻型板结构１／２比例模型试验，对模型在竖向荷载及水平荷载作用下的破坏过程、受力机理、抗震性能进行了分析．并给出了承载力、抗裂、变形等简化计算公式．
In this paper, a 1/2 scale specimen of frame supported checker light plate is put to test and the process of failure、bearing mechanism as well as the aseismic behavior under the action of vertical and horizontal load are analyzed. The approximate formula of carrying capacity、crack resist and deformation are given.
出处
《西安建筑科技大学学报（自然科学版）》
EI
CSCD
1998年第3期240-243,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
板结构
模型试验
抗震性能
承载力
墙板
frame supported checker light plate, model test, aseismic behevior, bearing capacity
