摘要
本文通过分析山墙结构的受力特点及长期以来延用的计算方法的局限性，论述了利用平面杆系程序对山墙结构进行整体计算的方法，使得山墙结构的精确计算和造型优化更容易、更方便。
The paper by means of analyzing stressed characteristics of breast-wall structure and limitation of using old calculating method in long time, make comments on methodof using plane pole-system program for breast-wall structure calculation in its entirety. Itmake accurate calculation of breast -wall structure and optimum selecting form more easymore convenlent.
出处
《电力学报》
1995年第1期39-43,共5页
Journal of Electric Power
