摘要
本文采用非线性有限元分析方法对蒙皮支撑梁在仅考虑蒙皮的侧向支撑作用时的静力性能进行了研究．研究结果表明，蒙皮的侧向支撑作用可以大大改善构件的受力性能，提高其承载能力．
Using the nonlinear finite element method the static behavior of diaphragm braced beams was investigated and only lateral bracing of dinphragm on the members was taken into account. The research results indicate that the lateral bracing of diaphragm can improve the behavior of beams obviously and increase their load carrying capacity.
出处
《哈尔滨建筑大学学报》
1996年第6期15-20,共6页
Journal of Harbin University of Civil Engineering and Architecture
基金
国家自然科学基金
关键词
钢结构
梁
蒙皮支撑
非线性有限元
静力性能
steel structures
beam
diaphragm bracing
nonlinear finite element method, static behavior
