摘要
以底框上砖混结构为例 ,利用框支墙梁设计法和满载框架设计法分别对上部墙体不同层数、开洞位置、不同跨度的连续托梁进行了内力分析 ,指出了考虑墙梁作用的连续托梁的简便计算方法。
Taking one brick masonry construction on base frame as example an analysis of internal forces is carried out utilizing the design method of wall beam supported by frame and the method of all-up load frame respectively for the continuous joist with different floors, bore-hole locations of the top wall body and different span. In the end a simple computation method is presented taking the wall action into consideration.
出处
《山西建筑》
2005年第2期38-39,共2页
Shanxi Architecture
关键词
底框结构
连续托梁
墙梁
竖向荷载作用系数
base frame construction, continuous joist, wall beam, action coefficient of vertical load