摘要
按正交设计法设计了８榀两跨带洞框支墙梁结构并进行了有限元数值计算，对其在竖向及水平荷载共同作用下的应力分布规律和受力性能进行了分析。
two spans frame-supported masonry walls with opening are composed by the normal principle.The numerical calculation for the structures are made by using the finite element method,and their stress distribution and behavior are researched under the action of vertical and horizontal load.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
1995年第4期397-402,共6页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
基金
国家自然科学基金,《砌体结构设计规范》组基金
关键词
砌体结构
框支连续墙梁
竖向载荷
水平载荷
s:finite element method/frame -supporied continuous masonry wall, with opening, behavior
