Journal of Chongqing Jiaotong University(Natural Science) ›› 2001, Vol. 20 ›› Issue (2): 13-18.
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ZHENG Ming xun
Online:
Published:
郑明训
基金资助:
Abstract: This paper makes a point that the method,or the sp ec ial plastic design method of steel struction,which has be come the advanced dire ction of design or evaluation for steel beam bridge when the autostress design ( shakedown design) is analyzed and introduced.
Key words: shakedown, residual moment, continuous beam bridge
摘要： 笔者分析、介绍了一种新的钢结构塑性设计法———自适应设计法 (自动应力设计法 ),它已成为钢桥设计中一个新的发展方向
关键词: 自适应, 连续梁, 残余弯矩
CLC Number:
U442.5
ZHENG Ming xun. The autostress design method for design and evaluation for steel beam bridge[J]. Journal of Chongqing Jiaotong University(Natural Science), 2001, 20(2): 13-18.
郑明训. 自适应设计法在连续钢梁桥上的应用[J]. 重庆交通大学学报（自然科学版）, 2001, 20(2): 13-18.
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