应用PKPM CAD进行结构设计若干问题分析  

Analysis of some problems in structure design with PKPM CAD

作　　者：蒋炳炎[1] 鄢爱兰[1] 石建军[1] 

机构地区：[1]南华大学建筑工程与资源环境学院,湖南衡阳421001

出　　处：《计算机工程与设计》2004年第2期259-261,共3页Computer Engineering and Design

摘　　要：采用PKPM CAD软件进行结构设计时,次梁的输入及其上部荷载的校核、裂缝宽度验算、异型柱的计算及配筋、复杂的墙下托梁结构中荷载的传递以及承重墙上挑梁的荷载传递等方面存在一些问题;在设计与分析过程中,软件的计算结果须经调整。基于工程实践和理论分析,研究了这些问题产生的原因并提出了相应的解决方法。There are some problems in structure design with PKPM CAD software, such as the input of beams and the load verification on beams, the calculation of crack width, the calculation of internal forces and the disposition of reinforced bars of the special-shaped columns, the loads transfer of the complex structure with wall-supported-by-girder and the cantilever beams on the supported walls and etc. In the processes of design and analysis, the calculation results of this software should be adjusted. Based on engineering practice and theoretical analysis, the causes of these problems have been studied and the corresponding solutions have been introduced.

关 键 词：建筑结构 结构设计 PKPM CAD 托梁结构 承重墙 裂缝宽度 

分 类 号：TU311.41[建筑科学—结构工程] TP391.72[自动化与计算机技术—计算机应用技术]