ANALYSIS OF THE STRESS AND DEFLECTION OF A MULTI-SPAN LIGHT GAUGE STEEL FLOORCONTINUOUS MAIN-BEAM WITH TESTING AND THEORETICAL METHODS

Fu Guang-yao

doi:10.13204/j.gyjz200604026

Volume 36 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(4): 85-87

Fu Guang-yao. ANALYSIS OF THE STRESS AND DEFLECTION OF A MULTI-SPAN LIGHT GAUGE STEEL FLOORCONTINUOUS MAIN-BEAM WITH TESTING AND THEORETICAL METHODS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 85-87. doi: 10.13204/j.gyjz200604026

Citation:

Fu Guang-yao. ANALYSIS OF THE STRESS AND DEFLECTION OF A MULTI-SPAN LIGHT GAUGE STEEL FLOORCONTINUOUS MAIN-BEAM WITH TESTING AND THEORETICAL METHODS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 85-87. doi: 10.13204/j.gyjz200604026

Citation:

PDF( 0 KB)

ANALYSIS OF THE STRESS AND DEFLECTION OF A MULTI-SPAN LIGHT GAUGE STEEL FLOORCONTINUOUS MAIN-BEAM WITH TESTING AND THEORETICAL METHODS

doi: 10.13204/j.gyjz200604026

Fu Guang-yao

1.
College of Civil Engineering,Chang'an University Xi'an 710061

Received Date: 2005-10-10
Publish Date: 2006-04-20

Abstract

Abstract

The stress and deflection of the continuous main-beam in a light steel structure floors are studied,by means of structure test methods and theory a three-span method.The actual deflection formulas for the middle section of a three-span continuous steel beam are obtained.Making use of standard FEM programs,the theoretical and testing formulas are verified.The causes of differences by two researching methods are also revealed.This research has valuable information on designing new structures and supervising old structures in service.
- light gauge steel structure,
- testing measure,
- finite element method,
- deflection,
- multi-span continuous beam

FullText(HTML)

References(4)

References

GB 50017-2003 钢结构设计规范

聂铁军. 计算方法. 北京: 国防工业出版社, 1982: 355-359

苏金明, 傅荣华, 周建斌, 等. SPSS for Windows 实用指南. 北京:电子工业出版社, 2000: 418-429

王勖成. 有限单元法. 北京: 清华大学出版社, 2003: 309-311

Relative Articles

[1]	PENG Yaping, WANG Wenchao, JIN Peng, LI Honglin, SHI Lei. Experimental Research on CFRP-concrete Two-way Composite Floor Slab Connected Without Gap Under Static Load[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 205-210. doi: 10.13204/j.gyjzG20090102
[2]	PENG Zuqiang, CHEN Xu, MAO Dejun, YU Wenzheng, WU Kechuan. CALCULATION AND ANALYSIS OF CREEP MULTIPLIER OF COMPOSITE BEAMS IN EUROCODE 4[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 145-150. doi: 10.13204/j.gyjz202004025
[3]	Fu Qiang, Luo Lina, Jin Lingzhi, Cao Xia. EXPERIMENTAL RESEARCH ON STIFFNESS OF HIGH-STRENGTH REINFORCED REACTIVE POWDER CONCRETE SIMPLE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 78-83.
[4]	Zhou Chunli. ANALYSIS OF FLEXUAL BEARING CAPACITY OF PRESTRESSED NEW STEEL BOX CONCRETE COMPOSITE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 150-157. doi: 10.13204/j.gyjz201403030
[5]	Wang Weijia, Zou Wencheng, Chen Qiang. ANALYTICAL SOLUTION AND NUMERICAL ANALYSIS FOR SIMPLY SUPPORTED BEAMS UNDER UNIFORMALY DISTRIBUTED LOADS BASED ON BIMODULAR THEORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 56-59,89. doi: 10.13204/j.gyjz201306013
[6]	Xu Gang, Liang Guilin, Wang Qing, Li Yunpan. COMPARISON OF THE SERVICEABILITY ANALYSIS BETWEEN THE PRESENT AND OLD CODES FOR DESIGN OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 121-124,143. doi: 10.13204/j.gyjz201301027
[7]	Liang Xingwen, Chen Difa, Huang Xiaokun, Zhu Aiping. CALCULATION METHOD FOR DEFLECTION OF REINFORCED CONCRETE TWO-WAY SLAB-AND-BEAM FLOOR SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 71-75. doi: 10.13204/j.gyjz201304015
[8]	Zhang Peng, Nie Wei, Deng Yu, Qu Jian, Liu Fengtao, Ling Yaqing, Ji Shuai. EXPERIMENTAL STUDY AND CALCULATION ON DEFLECTION OF THE NEW CFRP-PCPS CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 78-81,103. doi: 10.13204/j.gyjz201312014
[9]	Ge Wenjie, Zhang Jiwen, Dai Hang, Tu Yongming. EXPERIMENTAL STUDY ON THE FLEXURAL BEHAVIOR OF CONCRETE BEAM REINFORCED WITH HRBF400 STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 71-74. doi: 10.13204/j.gyjz201106015
[10]	Huang Wei, Zhang Li, Wu Mingchao. EXPERIMENTAL INVESTIGATION ON FLEXURAL BAHAVIOR OF RC BEAMS WITH GRADE HRB500[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 58-61,86. doi: 10.13204/j.gyjz201107013
[11]	Li Junjun, Liu Xiaoqing. EXPERIMENTAL STUDY ON RAILWAY PLATE-GIRDER WITH THE EXTERNAL PRE-STRESSED REINFORCEMENT TECHNOLOGY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 120-124,96. doi: 10.13204/j.gyjz201002028
[12]	Chen Huai, Sheng Zhaohui. SEISMIC ISOLATION ANALYSIS OF MEGA-FRAME-SUB-TRUSS-FRAME SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 76-79. doi: 10.13204/j.gyjz200902011
[13]	Hu Zongwen, Wang Yuanqing, Shi Yongjiu, Liu Ming. ANALYSIS AND TREATMENT OF ACCIDENT IN MILL BUILDINGS OF LIGHT-WEIGHT STEEL STRUCTURE WITH PORTAL FRAME AFTER SNOWSTORM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 120-123. doi: 10.13204/j.gyjz200907033
[14]	Chen Wei, Sun Jinkun, Guo Jian, Guo Xiaokang. APPLICATION OF WELDED LIGHT-GAUGE STEEL CONSTRUCTION IN MULTIPLE-STORY RESIDENCE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 115-117. doi: 10.13204/j.gyjz200811029
[15]	Yan Li, Li Huijian, Gao Baifeng, Wang Bing. TEST RESEARCH AND FINITE ELEMENT ANALYSIS OF STEEL BEAM SPLICING JOINT STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 109-111. doi: 10.13204/j.gyjz200803029
[16]	Wang Mingping, Zhang Ziqiong, Geng Shujiang. EXPERIMENT OF REINFORCED CONCRETE SIMPLY SUPPORTED BEAM WITH 500MPa RIBBED CARBON BARS UNDER BENDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 39-42. doi: 10.13204/j.gyjz200708011
[17]	Dong Jing, Zhang Jianrong, Wu Jin. PULLOUT TEST AND FINITE ELEMENT ANALYSIS OF ADHESIVE ANCHORAGE SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 103-106,102. doi: 10.13204/j.gyjz200702026
[18]	Ye Lieping, Zhuang Jiangbo, Zeng Pan, Zhou Xiaorong, ShaWulieti, Yang Yongxin. EXPERIMENTAL STUDY ON REINFORCED CONCRETE T- BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 7-12. doi: 10.13204/j.gyjz200508003
[19]	Shi Yongjiu, Deng Xiaowei, Wang Yuanqing. STUDY ON OVERLAP-CONNECTED GLASS CURTAIN WALL AND BEARING CAPACITY OF ITS GLASS PANEL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 11-15. doi: 10.13204/j.gyjz200502003
[20]	Xiong Xueyu, Wang Shousheng. THE DEFLECTION CALCULATION OF EXTERNALLY PRESTRESSED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 12-15. doi: 10.13204/j.gyjz200407003