摘要
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.
出处
《塔里木农垦大学学报》
2000年第1期16-19,共4页
Journal of Tarim University of Agricultural Reclamation
关键词
混合结构
连续墙梁
有限元
拱效应
应力分布
Combination structure Masonry walls on continnous beams Finite element Combination action Arch effect Main stress locus