OpenSees中三种非线性梁柱单元的研究

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英文篇名：RESEARCH OF THREE NONLINEAR BEAM-COLUMN ELEMENT OF OPENSEES 中文刊名：低温建筑技术 英文刊名：Low Temperature Architecture Technology 作者：宁超列 ; 段忠东 英文作者：NING Chao-lie ; DUAN Zhong-dong(School of Civil Engineering ; Harbin Institute of Technology ; Harbin 150090 ; China) 中文关键词：OpenSees ; 钢筋混凝土柱 ; 非线性梁柱单元 英文关键词：OpenSees ; reinforced concrete column ; nonlinear beam-column element 出版日期：2009-03-28 机构：哈尔滨工业大学土木工程学院; 年：2009 期：03 出版单位：低温建筑技术

摘要

介绍了OpenSees程序中Nonlinear Beam Column单元、Displacement-Based Beam-Column单元和Beam With Hinges单元的计算原理;通过模拟一个钢筋混凝土柱构件,指出这三种非线性梁柱单元对于截面软化行为各自所具有的优势与不足。
The calculation principle of Nonlinear Beam Column element,Displacement-Based Beam-Column element and Beam with Hinges element of OpenSees are introduced in detail.The advantages and disadvantages of the three nonlinear beam-column elements for section-softening behaviors are shown by a reinforced concrete column simulated.

引文

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