摘要
基于24个试件的平面内弯曲抗拉试验、1片板的平面外弯曲抗拉试验以及两片大型墙体的抗风试验,对玻璃砖砌体的弯曲性能进行了较为系统的研究,并提出了玻璃砖砌体受弯的设计建议。
Based on the tests of 24 in-plane flexural specimens,one out-plane specimens and two large-scale walls under winds,flexural behaviors of glass block masonry are studied systematically,and the corresponding design formulas are suggested for the glass masonry.
出处
《建筑结构》
CSCD
北大核心
2005年第9期31-33,共3页
Building Structure
