| 圆钢管混凝土压弯构件承载力设计方法比较 |
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| 引用本文： | 马欣伯,张素梅.圆钢管混凝土压弯构件承载力设计方法比较[J].哈尔滨工业大学学报,2007,39(4):536-541. |
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| 作者姓名： | 马欣伯 张素梅 |
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| 作者单位： | 哈尔滨工业大学,土木工程学院,哈尔滨,150090;哈尔滨工业大学,土木工程学院,哈尔滨,150090 |
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| 摘 要： | 对美国AISC-LRFD(99)规程、欧洲Eurocode 4(EC4-94)规程、日本AIJ规程以及中国JCJ 01-89规程、CECS规程、DL/T5085-1999规程、中国福建DBJ 13-51-2003规程等7部国内外典型圆钢管混凝土设计规程中压弯构件承载力设计公式的特点及计算结果进行较为详细的比较,同时检验了各部规程计算结果与搜集到的285个试验数据及满足各部规程参数限制条件下试验数据的吻合程度.
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| 关 键 词： | 圆钢管混凝土 压弯构件 承载力 设计方法 规程 |
| 文章编号： | 0367-6234(2007)04-0536-06 |
| 修稿时间： | 2005-06-03 |
Comparison of design methods of load-carrying capacity for circular concrete - filled steel tube beam columns in typical codes worldwide |
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| MA Xin-bo,ZHANG Su-mei.Comparison of design methods of load-carrying capacity for circular concrete - filled steel tube beam columns in typical codes worldwide[J].Journal of Harbin Institute of Technology,2007,39(4):536-541. |
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| Authors: | MA Xin-bo ZHANG Su-mei |
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| Affiliation: | School of Civil Engineering;Harbin Institute of Technology;Harbin 150090;China |
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| Abstract: | The design methods and calculated results of load-carrying capacity for circular concrete-filled steel tube(CFST) beam columns in seven different codes worldwide are compared in detail,which include American Institute of Steel Construction(AISC)-Load and Resistance Factor Design specification for structural steel buildings(LRFD),European Committee for Standardization(CEN) Eurocode 4-Design of composite steel and concrete structures(EC4-94),Architectural Institute of Japan(AIJ)-Recommendations for design and... |
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| Keywords: | concrete-filled steel circular tubes beam columns load-carrying capacity design method code |
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