连续墙梁的应力分布规律

Stress Distribution Law Continuous Beams Masonry Walls of

本文通过有限元分析 ,研究了多跨连续墙梁在竖向均布荷载作用下墙梁各点的应力分布规律 ,总结出多跨连续墙梁拉杆拱的受力模型 ,为连续墙梁内力计算和承载力计算打下良好的基础 ,而进一步制定规范建立可靠的理论依据。

Through finite element analysis,every point stress distribution law of masonry walls on multispan continuous beams under uniformly distributed vertical load was concluded,and drawing bar ach force model of masonry walls on multispan continuous beams was summed up.This built fine foundation for calculation of internal force and bearing capacity,and estabilished reliable theory criterion for laying down further standards.