摘要
本文利用弹塑性应变理论及QR法提出了一个分析高层建筑结构弹塑性问题的新方法.本文附有计算例题,并对弹性解与弹塑性解的结果进行比较,
In this paper, a new method for elastoplastic analysis of tall building structures is presented by use of the elastoplastic strain theory and QR-method. The suggested method is not only simple and convenient to use, but also has a high precision in computation results.It ushers in a new way for elastoplastic analysis of tall building structures.
出处
《土木工程学报》
EI
CSCD
北大核心
1994年第6期3-10,共8页
China Civil Engineering Journal
基金
国家自然科学基金资助项目
