A RESTUDY ON STABILITY OF STEEL BEAMS(Ⅲ):COMPARISON AMONG CODES AND RELIABILITY ANALYSIS

Tong Genshu

doi:10.13204/j.gyjz201403032

Volume 44 Issue 03

Jul. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(03): 162-168

Liu Jie, Ye Jianshu, Chen Juanjuan. STUDY OF THE EFFECT OF SEGMENTAL JOINT WEAK LAYERS ON DEFORMATION OF LONG SPAN CANTILEVER-CASTING PC BOX GIRDERS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 70-75. doi: 10.13204/j.gyjz201502016

Citation:

Tong Genshu. A RESTUDY ON STABILITY OF STEEL BEAMS(Ⅲ):COMPARISON AMONG CODES AND RELIABILITY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 162-168. doi: 10.13204/j.gyjz201403032

Citation:

Tong Genshu. A RESTUDY ON STABILITY OF STEEL BEAMS(Ⅲ):COMPARISON AMONG CODES AND RELIABILITY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 162-168. doi: 10.13204/j.gyjz201403032

PDF( 0 KB)

A RESTUDY ON STABILITY OF STEEL BEAMS(Ⅲ):COMPARISON AMONG CODES AND RELIABILITY ANALYSIS

doi: 10.13204/j.gyjz201403032

Tong Genshu

Publish Date: 2014-03-20

Abstract

Abstract

This paper compared the stability factors of beams in various international codes for design of steel structures，and corresponding load factors． The results of reliability analyses specified by AISC code and EC3 are also introduced． The main conclusions are as below: 1) Stability factors from large to small in codes are Canada，AISC and China and Japan; 2) except the Chinese code，the stability factors tend to be average of test results if their live load factors are also greater; 3) the reliability index analysis of steel beam specified by AISC reveals that its safety index is less than required，especially when the live load is predominant; 4) GB 500172003 has relatively large stability factors but the smallest live load factors，implying the least safety index．
- steel beam,
- stability,
- reliability,
- hot-rolled section,
- welded section

FullText(HTML)

References(0)

References

Relative Articles

[1]	YAN Shuyun, SHAO Yongjian, HONG Yu. Seismic Performance Analysis of Concrete Composite Torsional Columns Strengthened with CFRP Based on Cohesion Model[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 108-117. doi: 10.3724/j.gyjzG23022014
[2]	HOU Chongchi, WANG Kaixuan, ZHENG Wenzhong, LIU Yuchen, ZHANG Lijia, LI Hongbin. Seismic Performance and Cumulative Damage Analysis of Concrete Columns Confined by High-Strength Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 133-142. doi: 10.13204/j.gyjzG22111310
[3]	ZHU Mingqiao, TAN Yiping, TAN Xiaopeng, DONG Jiarui, LIU Wanli. Seismic Performance Analysis of UHPC Composite Columns Confined by GFRP Tubes[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 211-219. doi: 10.3724/j.gyjzG23071011
[4]	QIU Zengmei, ZHANG Tao, LI Guochang, LI Mengge. Research on Seismic Performance of Concrete-Filled Square Steel Tubular Columns with CFRP Profiles[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 141-148. doi: 10.3724/j.gyjzG24040701
[5]	XIE Qiang, SHAO Yongjian, ZHU Kaiji. Experimental Research on Seismic Performance of CFRP Reinforced Recycled Aggregate Concrete Composite Torsional Columns[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 118-129. doi: 10.3724/j.gyjzG23042605
[6]	CHEN Zongping, NING Fan. Experimental Research on Mechanical Properties of Concrete-filled Double-skin Square Steel Tubular (Oblique Inside and Straight Outside) Columns Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 8-16. doi: 10.13204/j.gyjzG20102106
[7]	CHEN, Weihong, WANG, Chenyang, ZENG. RESEARCH ON SEISMIC BEHAVIOR AND FAILURE MODE OF “STRONG BEAM AND WEAK COLUMN” PC JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 22-27. doi: 10.13204/j.gyjz202001005
[8]	ZHANG Min, HUANG Wei, MIAO Xinwei. SEISMIC BEHAVIOR TEST OF FIBER-REINFORCED RECYCLED CONCRETE PREFABRICATED COMPOSITE WALLS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 42-49. doi: 10.13204/j.gyjz201907080013
[9]	Chen Zongping, Tan Qiuhong, Xue Jianyang, Chen Yuliang. STUDY OF ULTIMATE BEARING CAPACITY OF RECYCLED AGGREGATE CONCRETE-FILLED CIRCLE STEEL TUBE SHORT COLUMNS UNDER AXIAL COMPRESSION AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 5-12. doi: 10.13204/j.gyjz2001411002
[10]	Li Yanyan, Chen Yanfeng, Zhang Xuehui. SEISMIC PERFORMANCE EXPERIMENTAL RESEARCH ON STEEL AND POLYPROPYLENE FIBER REINFORCED SPECIAL-SHAPED COLUMN EDGE NODE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 21-24.
[11]	Chen Zongping, Zheng Wei, Ye Peihuan, Zhang Shiqian. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOUR OF REINFORCED RECYCLED COARSE AGGREGATE CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 65-68.
[12]	Chen Zongping, Zheng Wei, Zhou Chunheng, Xue Jianyang. TEST OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE AXIAL COMPRESSION SHORT COLUMNS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 32-38. doi: 10.13204/j.gyjz2001411006
[13]	Jiang Fengchang, Jiang Ye, Chen Hongqiu, Xi Youfang, Ju Pingguo. EXPERIMENTAL STUDY OF SEISMIC BEHAVIORS OF CORRODED REINFORCED CONCRETE COLUMNS STRENGTHENED WITH WRAPPED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 153-159,165. doi: 10.13204/j.gyjz201310031
[14]	Xue Jianyang, Wang Yuncheng, Ma Hui, Liu Jinlu, Ao Xiang. EXPERIMENTAL STUDY ON LATERAL BEARING CAPACITY AND AXIAL COMPRESSION RATIO LIMIT VALUES OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 30-34,45. doi: 10.13204/j.gyjz201309005
[15]	Wang Sheliang, Yu Binshan, Fan Yujiang, Yang Tao. SEISMIC BEHAVIOR EXPERIMENTAL RESEARCH ON PERFORMANCE ENHANCEMENTS OF RAC COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 21-25. doi: 10.13204/j.gyjz201311005
[16]	Wu Kai, Xue Jianyang, Zhao Hongtie. STUDY ON SHEAR PERFORMANCE OF SRC-RC TRANSFER COLUMN WITH SHORT COLUMN FAILURE PATTERN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 51-54,64. doi: 10.13204/j.gyjz201011014
[17]	Wang Qingxiang, Zhao Pengzhan, Guan Hongbo. AN EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF CONCRETE－FILLED GFRP TUBE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 70-74. doi: 10.13204/j.gyjz201004016
[18]	Li Junhua, Wang Xintang, Xue Jianyang, Zhao Hongtie. EXPERIMENT AND ANALYSIS ON SHEAR PERFORMANCE OF STEEL REINFORCED HIGH - STRENGTH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 90-94,59. doi: 10.13204/j.gyjz200703022
[19]	Wu Gang, Wei Yang, Wu Zhishen, Jiang Jianbiao, Hu Xianqi. COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF RECTANGULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 14-18. doi: 10.13204/j.gyjz200706005
[20]	Gao Xian, Tao Zhong, Yang Youfu, Yu Qing. HYSTERETIC BEHAVIOR OF CIRCULAR RC COLUMNS CONFINED WITH FRP JACKETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 11-14. doi: 10.13204/j.gyjz200509004

Supplements(0)

Cited By

Cited by

Periodical cited type(4)

1.	鲁晓玲. 近零能耗办公建筑设计策略与实践研究. 建材发展导向. 2024(07): 50-52 .
2.	黄帆，李小华，曾智，陈歆儒，张哲. 湘潭市公共办公建筑能源审计及能耗计算模型研究. 湖南工程学院学报(自然科学版). 2024(02): 83-89 .
3.	周正航. 基于遗传算法的建筑节能集成优化设计初探. 中国高新科技. 2024(15): 155-157 .
4.	郝莹莹，韩姝娴，宋业辉，赵凯佳，陈易玄，钱程. 蚌埠市超低能耗建筑实现路径研究. 建设科技. 2024(23): 69-72 .

Other cited types(3)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (651) PDF downloads(30539)