Analysis of Frames with Nonlinear Behavior
Analysis of Frames with Nonlinear Behavior
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具有非线性行为的框架分析
DOI：
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发表时间：
1959
期刊：
影响因子：
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通讯作者：
A. Ang
中科院分区：
文献类型：
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作者：
A. Ang
分析了框架、杆件和节点的横向变形；推导了分析包括应变硬化在内的低碳钢框架所需的关系式，用于抗弯矩误差小于正负3%的任何结构宽翼缘截面；举例说明了该方法的应用。
Analysis of frames and of members and connections subjected to lateral deformations; relationships needed for analysis of mild steel frames including strain hardening are derived for use with any structural wide flange sections with error of less than plus or minus 3% in resisting moments; two examples illustrate applications of method.