A New Spatial Geometric Nonlinear and Second-Order Inelastic Analytical Method Based on Torsion-Warping Stability Stiffness Function

机译：基于翘曲刚度刚度函数的空间几何非线性和二阶非弹性解析新方法

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摘要

Warping-torsion stability stiffness function is brought forward. A new warping-torsion geometric nonlinear and second-order inelastic stiffness matrix for open thin-wall beam-column element is derived for the first time, based on torsion-warping stability stiffness function.

机译：提出了翘曲扭转稳定性刚度函数。基于扭转翘曲稳定性刚度函数，首次导出了一种新的挠曲几何非线性非线性二阶非弹性刚度矩阵。

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来源
《International Symposium on Structural Engineering for Young Experts; 20060818-21; Fuzhou amp; Xiamen(CN)》|2006年|P.239-246|共8页
会议地点 Fuzhou Xiamen(CN)
作者
Jian Liu; Ji-Ping Hao; Guan-Gen Zhou; Ling Yi; Qi-Xin Zhang; Yun-Yun Diao; Zhi-Guo Wu;
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作者单位

College of Civil Engineering, Guangzhou University Guangzhou 510006, P. R. China;

College of Civil Engineering, Xi'an University of Architecture and Technology Xi'an 710055, P.R.China;

Postdoctoral research station, Zhejiang Southeast Lattice Frame Group Z;

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会议组织
原文格式 PDF
正文语种 eng
中图分类建筑结构;
关键词
warping-torsion; stability stiffness function; geometric nonlinear; second-order inelastic; open thin-wall member;

机译：翘曲扭转；稳定刚度函数；几何非线性；二阶非弹性；薄壁开孔构件;

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A New Spatial Geometric Nonlinear and Second-Order Inelastic Analytical Method Based on Torsion-Warping Stability Stiffness Function

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