摘要
以底框上砖混结构的实际工程为例,分别采用框支墙梁设计法和满载框架设计法对上部墙体不同层数,不同开洞位置,以及不同跨度的连续托梁进行了内力分析,确定了考虑墙梁作用的连续托梁的简便计算方法。
This paper gives a practical engineering example of brick concrete construction on base frame. The design accepts method of wall beam supported by frame and method of all-up load frame respectively to carry out an analysis of internal forces for different floors and different bore-hole locations of the top wall body and different spans of continuous prop beam, then primarily determines a simple but convenient computation method of continuous prop beam when the wall beam action is taken into account . It is valuable in practical engineering.
出处
《长春工程学院学报(自然科学版)》
2003年第2期45-47,共3页
Journal of Changchun Institute of Technology:Natural Sciences Edition
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 prop beam
wall beam
coefficient of vertical load action