%0 Journal Article
%T SHAKEDOWN ANALYSIS OF KINEMATIC-HARDENING STRUCTRURES<br>随动强化结构的安定性分析
%A Feng Xiqiao
%A Liu Xinsheng
%A <br>冯西桥
%A 刘信声
%J 力学学报
%D 1992
%I 
%X It is pointed and proved that it is impossible for a kinematic-hardening structure to involve incremental collapase, and it can only fail by alternating plasticity. Time-inde pendent equilibriant forces have no influence on shakedown of kinematichardening structures.
%K shakedown analysis
%K kinematic-hardening
%K alternating plasticity<br>安定分析
%K 随动强化
%K 交变塑性
%K 结构
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=6E709DC38FA1D09A4B578DD0906875B5B44D4D294832BB8E&cid=5D344E2AD54D14F8&jid=4100DA4A1A3BA1B0CE5AD99AE1DFB420&aid=6F42352405285A498BB9AE9EB2408D27&yid=F53A2717BDB04D52&vid=B91E8C6D6FE990DB&iid=E158A972A605785F&sid=8566B4AE2A8832E3&eid=9296A146D1D94BC4&journal_id=0459-1879&journal_name=力学学报&referenced_num=0&reference_num=1