| 钢管混凝土压扭、弯扭构件承载力相关方程 |
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| 引用本文： | 韩林海,钟善桐.钢管混凝土压扭、弯扭构件承载力相关方程[J].哈尔滨建筑大学学报,1994(2). |
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| 作者姓名： | 韩林海 钟善桐 |
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| 摘 要： | 本文在对钢管混凝土压扭、弯扭构件进行全过程分析结果的基础上，推导了钢管混凝土压扭和弯扭构件承载力相关方程．采用相关方程计算钢管混凝土压扭和弯扭构件的承载力，方法简便，符合实用原则，并且和轴压、纯弯及纯扭构件承载力计算公式相衔接．最后，本文提供了压扭和弯扭构件设计公式．
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| 关 键 词： | 钢管混凝土 压扭 弯扭 相关方程 |
Interaction Equations for the Bearing Capacity of Concrete Filled Steel Tubular(CFST)Member Subjected to Compression-torsion and Bending -torsion |
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| Han Linhai, Zhong Shantong.Interaction Equations for the Bearing Capacity of Concrete Filled Steel Tubular(CFST)Member Subjected to Compression-torsion and Bending -torsion[J].Journal of Harbin University of Civil Engineering and Architecture,1994(2). |
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| Authors: | Han Linhai Zhong Shantong |
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| Affiliation: | Han Linhai; Zhong Shantong |
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| Abstract: | On the basis of the complete analyses of CFST members subjected to compressiontorsion and bending- torsion, interaction equations of the bearing capacity of two kinds ofmembers are deduced in this paper. The method shown in this paper is easy forapplication and links with the strength formulas for axial compression,pure bending andpure torsion members. Finally, the design formulas of compassion-torsion andbending-torsion membrs for CFST are given. |
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| Keywords: | CAST compression-torsion bending - torsion interaction equation |
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