砖砌体结构中梁端有效支承长度的探讨  

Discussion About Effective Supporting Length in Brick Masonry

作　　者：温克刚 

机构地区：[1]增城市建筑设计院,广东增城511300

出　　处：《湖南城建高等专科学校学报》2000年第1期25-27,共3页Journal of Hunan Urban Construction College

摘　　要：从理论上推导出砖砌体结构中梁端有效支承长度的计算公式。Theoretically this whole deduces a calculating formula about effective supporting length of the beam end in brick masonry buildings, the application of the formula is also presented when the variations of the beam section and the full stress-strain curve are considered.

关 键 词：砖砌体结构 有效支承长度 应力-应变全曲线 

分 类 号：TU364.01[建筑科学—结构工程]