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《固体力学学报:英文版》
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2009年2期
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ELASTIC MODULUS REDUCTION METHOD FOR LIMIT LOAD EVALUATION OF FRAME STRUCTURES
ELASTIC MODULUS REDUCTION METHOD FOR LIMIT LOAD EVALUATION OF FRAME STRUCTURES
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摘要
为有弹性的模量调整的新策略基于忍受比率(EBR)的元素被建议,并且有弹性的模量减小方法(EMRM)为框架结构的限制负担评估被建议。EBR被定义采用概括收益标准,并且参考书EBR被在结构介绍极值和EBR的一致性的度决定。在有比参考书大的EBR的元素的有弹性的模量一个人基于线性有弹性的有限元素分析和种类精力的平衡被减少。框架结构的限制负担降低界限被分析,数字例子表明建议方法的灵活性,精确性和效率。
DOI
rj8ykgnr40/746710
作者
Lufeng Yang Bo Yu Yongping Qiao
机构地区
不详
出处
《固体力学学报:英文版》
2009年2期
关键词
弹性模量
框架结构
极限载荷
还原法
评价
广义屈服准则
分类
[理学][固体力学]
出版日期
2009年02月12日(中国期刊网平台首次上网日期,不代表论文的发表时间)
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来源期刊
固体力学学报:英文版
2009年2期
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INFORMATION FOR CONTRIBUTORS
相关关键词
弹性模量
框架结构
极限载荷
还原法
评价
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