BEHAVIOR OF CAST STEEL JOINTS IN ROOF TRUSSES FOR EXHIBITIONS AND SPORTS CENTER OF HARBIN

Zheng Hongzhi; Tong Lewei; Chen Yiyi; Huang Mingxin; Liu Zhonghua

doi:10.13204/j.gyjz200511010

Volume 35 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(11): 35-38

Zheng Hongzhi, Tong Lewei, Chen Yiyi, Huang Mingxin, Liu Zhonghua. BEHAVIOR OF CAST STEEL JOINTS IN ROOF TRUSSES FOR EXHIBITIONS AND SPORTS CENTER OF HARBIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 35-38. doi: 10.13204/j.gyjz200511010

Citation:

Zheng Hongzhi, Tong Lewei, Chen Yiyi, Huang Mingxin, Liu Zhonghua. BEHAVIOR OF CAST STEEL JOINTS IN ROOF TRUSSES FOR EXHIBITIONS AND SPORTS CENTER OF HARBIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 35-38. doi: 10.13204/j.gyjz200511010

Citation:

PDF( 0 KB)

BEHAVIOR OF CAST STEEL JOINTS IN ROOF TRUSSES FOR EXHIBITIONS AND SPORTS CENTER OF HARBIN

doi: 10.13204/j.gyjz200511010

1.
1. Department of Building Engineering,Tongji University Shanghai 200092;
2.
2. Zhejiang Jingong P_D Steel Building Co.,Ltd Shaoxing 312030

Received Date: 2005-06-25
Publish Date: 2005-11-20

Abstract

Abstract

Construction and design of a cast steel joint in beam string structures used for the Exhibitions and Sports Center of Harbin built recently is described briefly in the paper.A full_scale test of the joint and a finite element analysis are carried out.A test setup, experimental and FE calculating results are discussed and stress distributions in the joint are presented.The present investigation indicates that the cast steel joint subjected to its design loads has sufficient strength and rigidity.The results from FE calculation agree well with those from the experiment, which shows static behaviour of the joint can also be found out through FE analysis.The suggestion on fabrication quality of the cast steel joint is proposed in the paper.
- cast steel, behavior of joint, full-scale test, finite element analysis,

FullText(HTML)

References(3)

References

GB 50017-2003 钢结构设计规范

[2] Packer J A.空间管结构设计指南.曹俊杰,译.北京:科学技术出版社,1997

[3] Schober H.Cast Steel Joints for Tubular Structures.In:Proceeding of the 10th International Symposium Tubular Structure.Madrid:2003

Relative Articles

[1]	HE Linyi, XIONG Xueyu, BAO Lianjin. Full-Scale Test and Finite Element Analysis of Thick Plate Anchorage Zone with Multiple Blocks[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 53-61. doi: 10.3724/j.gyjzG24061205
[2]	YU Jinghai, HAN Ping, LI Luchuan, YAN Xiangyu, ZHAO Siyu. Experimental and Finite Element Analysis of New Type of Cross-Shaped Gusset-Plate Support Connections to Slotted Tubular Memebers[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 129-137. doi: 10.13204/j.gyjzG20121409
[3]	LI Bin, LUO Yanyan, LI Xingbo. Seismic Performance Test and Finite Element Analysis of Monolithic Precast Shear Wall with Partially-Connected Vertical Distributed Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 51-59,23. doi: 10.13204/j.gyjzG21040601
[4]	LIU Lianbo, ZHOU Ming, WANG Xintang. Mechanical Property Experiments and Finite Element Analysis of Joints Between H-Steel Beams and Columns After Fire[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 107-112. doi: 10.13204/j.gyjzG22092306
[5]	GAO Ziqi, ZHANG Jintao, ZHANG Hao, HAO Han, GUO Rui. FINITE ELEMENT ANALYSIS OF FLEXURAL BEHAVIOR OF DAMAGED RC BEAMS REINFORCED BY FRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 44-50,43. doi: 10.13204/j.gyjzG20110321
[6]	FANG Zhi, JIN Yin, GUO Funeng, ZHANG Dingfang, MO Chaoqing, HUANG Shang. EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF ASSEMBLED MONOLITHIC CONCRETE UTILITY TUNNELS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 47-56. doi: 10.13204/j.gyjzG20061104
[7]	ZHANG Ailin, SU Lei, CAO Zhiliang, PU Shuanghui, LIN Haipeng. EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON SESIMIC BEHAVIORS OF Z-SHAPED BEAM-TO-COLUMN BOLTED JOINT WITH DOUBLE CONNECTION PLATES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 59-65,89. doi: 10.13204/j.gyjzG21012710
[8]	MA Hongwei, WEI Zengting, LIU Weiya. PULL-OUT TEST AND FINITE ELEMENT ANALYSIS OF ANCHORAGE-EMBEDDED PARTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 81-89. doi: 10.13204/j.gyjzG20110403
[9]	SHU Xingping, CHI Chen. FINITE ELEMENT ANALYSIS OF THREE-POINT BENDING MECHANICAL PROPERTIES FOR STAINLESS STEEL SANDWICH PANEL WITH CORE TUBES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 34-39. doi: 10.13204/j.gyjz202002005
[10]	WANG Chaohua, ZHAO Guifeng, YI Yunping, ZHANG Meng. EXPERIMENTAL RESEARCH ON BEARING CAPACITY OF INTERSECTING JOINTS OF SUBSTATION FRAMEWORKS WITH LIGHTNING RODS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 150-155. doi: 10.13204/j.gyjz202006024
[11]	LIU Ping, WANG Zetong, CUI Saiyue, ZHAO Qingshan. FULL-SCALE TEST RESEARCH ON SEISMIC PROPERTIES OF SPECIAL-SHAPED COMPOSITE STEEL CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 156-160,188. doi: 10.13204/j.gyjz202006025
[12]	Peng Lingyun, Xue Tao, Kang Yingjie. PERFORMANCE EXPERIMENT AND FINITE ELEMENT ANALYSIS OF SHAFTLESS VISCOUS DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 61-64. doi: 10.13204/j.gyjz201505014
[13]	Yang Yiting, Gong Chao, Hou Zhaoxin, Li Chengjiang. FINITE ELEMENT ANALYSIS OF MECHANICAL BEHAVIOR OF NEW TYPE HIGH STRENGTH STEEL-CONCRETE FLAT BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 39-42. doi: 10.13204/j.gyjz201403010
[14]	Liu Bin, Hao Jiping, Zhao Linwei, Li Kelong, Zhong Weihui, Zhao Qiuli. EXPERIMENTAL RESEARCH ON AXIAL COMPＲESSION BEHAVIOR OF NEW-TYPE OF COLD-FORMED THIN-WALL STEEL FRAMING WALL STUDS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 113-117. doi: 10.13204/j.gyjz201402025
[15]	Wang Xian, Chen Tao, Zhang Tianjun. EXPERIMENTAL STUDY ON TENSILE BEHAVIORS OF HYBRID CFRP-STEEL DOULBLE-LAP JOINTS USING BOLTS AND ADHESIVE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 10-15. doi: 10.13204/j.gyjz201410003
[16]	Yan Dexu, Wan Hongxia, Wang Xiaoping. EXPERIMENTS AND FINITE ELEMENT ANALYSIS OF VARIABLE CROSS-SECTION STEEL TUBE SPLICE JOINTS IN TENSION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 112-116. doi: 10.13204/j.gyjz201406025
[17]	Rong Bin, Chen Zhi-hua, Yang Nan, Miao Ji-kui. STATIC TENSILE LOADING EXPERIMENT AND FINITE ELEMENT ANALYSIS OF DIAPHRAGM-THROUGH JOINT OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 126-133. doi: 10.13204/j.gyjz201210026
[18]	Lin Rende. FINITE ELEMENT AND EXPERIMENTAL ANALYSIS ON FLUSH ENDPLATE BEAM-COLUMN JOINT OF PORTAL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 128-132,138. doi: 10.13204/j.gyjz201208026
[19]	Xu Yong, Liu Bo, Zhang Jichao, Chen Yuan, Yang Zuoyong, Wang Keyi. FULL-SCALE EXPERIMENTAL STUDY ON THE REINFORCED CONCRETE BEAM-AND-GIRDER COMPOSITE NODES BEARING MONOTONIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 114-117. doi: 10.13204/j.gyjz200908027
[20]	Chen Yu, Chen Yiyi, Huang Yongqiang. EXPERIMENTAL STUDY AND FEM ANALYSIS ON SIMULATION OF LOCAL TRANSFERING FORCE IN RECTANGLE STEEL TUBE TRUSS JOINT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 10-13. doi: 10.13204/j.gyjz200511003