钢结构半刚性梁柱节点连接的杠杆力分析与计算

本文采用三维非线性有限元分析方法,讨论了钢结构半刚性梁柱节点连接的杠杆力分布及杠杆效应对节点连接受力性能的影响。按塑性设计理论给出了节点连接杠杆力的最大值,提出了保证节点工作性能安全、可靠的计算方法,以利于工程设计。...

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Bibliographic Details
Main Authors: 王燕, 厉见芬
Format: Article
Language:zho
Published: Editorial Department of Progress in Steel Building Structures, Tongji University 2004-01-01
Series:Jianzhu Gangjiegou Jinzhan
Subjects:
Online Access:http://steelpro.tongji.edu.cn/thesisDetails?columnId=42914824&Fpath=home&index=0
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