| 钢管混凝土结构设计规程比较 |
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| 引用本文： | 杨有福. 钢管混凝土结构设计规程比较[J]. 福州大学学报(自然科学版), 2004, 32(5): 608-613 |
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| 作者姓名： | 杨有福 |
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| 作者单位： | 福州大学土木建筑工程学院,福建,福州,350002 |
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| 摘 要： | 对我国颁布的钢管混凝土结构设计规程中的某些条款进行了比较,包括:CECS28:90(1992),DL T5085-1999(1999),GJB4142-2000(2001)和DBJ13-51-2003(2003).重点比较了各规程在计算钢管混凝土压弯构件轴力—弯矩相关曲线及承载力时的差异.本文的结果可供有关工程实践参考.
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| 关 键 词： | 钢管混凝土 结构 设计规程 承载力 刚度 |
| 文章编号： | 1000-2243(2004)05-0608-06 |
| 修稿时间： | 2003-11-18 |
Comparison of design codes for concrete - filled steel tubular structures |
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| YANG You-fu. Comparison of design codes for concrete - filled steel tubular structures[J]. Journal of Fuzhou University(Natural Science Edition), 2004, 32(5): 608-613 |
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| Authors: | YANG You-fu |
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| Affiliation: | YANG You-fu(College of Civil Engineering and Architecture, Fuzhou University, Fuzhou, Fujian 350002, China) |
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| Abstract: | The design codes, or recommendations, for concrete-filled steel tubular structures, which are published in China, including CECS 28: 90 (1992), DL/T 5085-1999 (1999), GJB4142-2000(2001) and DBJ13-51-2003 (2003) are compared in some items. The axial load-moment interaction curves are plotted on the beam-columns by numerical calculations based on those codes, the bearing capacities given by the interaction curves are also compared. The results may be referenced for practical engineering. |
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| Keywords: | concrete-filled steel tube structure design codes bearing capacities stiffness |
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