STUDY ON CONSTRUCTION SEQUENCE OF LARGE-SPAN BEAM STRING STRUCTURES

Wu Xi; Yu Jisheng; Zhang Zhaoping; Fang Xingxing; Zhang Yulei; Chang Yongqiang

doi:10.13204/j.gyjz201312025

Volume 43 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(12): 133-137

Wu Xi, Yu Jisheng, Zhang Zhaoping, Fang Xingxing, Zhang Yulei, Chang Yongqiang. STUDY ON CONSTRUCTION SEQUENCE OF LARGE-SPAN BEAM STRING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 133-137. doi: 10.13204/j.gyjz201312025

Citation:

Wu Xi, Yu Jisheng, Zhang Zhaoping, Fang Xingxing, Zhang Yulei, Chang Yongqiang. STUDY ON CONSTRUCTION SEQUENCE OF LARGE-SPAN BEAM STRING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 133-137. doi: 10.13204/j.gyjz201312025

Citation:

PDF( 0 KB)

STUDY ON CONSTRUCTION SEQUENCE OF LARGE-SPAN BEAM STRING STRUCTURES

doi: 10.13204/j.gyjz201312025

1.
China Construction Steel Structure Co. Ltd,Shanghai 200120,China

Received Date: 2013-06-14
Publish Date: 2013-12-20

Abstract

Abstract

Geometry and stiffness of assembled flexible structure are different because of changes in tensioning process and construction sequence. Seeking rational applying sequence is the key to the construction technology. Using the finite element simulation method，and combining with the Nanjing expo center project it was studied the construction sequence of large-span beam string structures. As example，three typical construction sequences' variation tendency of cable force and displacement was analyzed，and then their curves were given. In the end, according to the structure forming state by different construction sequence，some recommendations for selecting construction method are made.
- beam string structure,
- construction sequence,
- finite element method,
- steel structure

FullText(HTML)

References(10)

References

[2] 蒋友宝, 冯健.张弦梁结构若干参数对承载性能的影响分析[J].工业建筑, 2008, 38(1):103-106.

郭彦林, 刘学武.大型复杂钢结构施工力学问题及分析方法[J].工业建筑, 2007, 37(9): 1-8.

[3] 李明义, 伊永忠.张弦梁结构的 ANSYS 数值分析探讨［J].工业建筑, 2012, 42(增刊):242-243.

[4] 王帆, 舒宣武.张弦梁结构设计中几个概念问题的探讨［J].工业建筑, 2004, 34(10):69-71.

[5] 周焕廷, 袁健.索网结构找形分析及其在 ANSYS 中的实现[J].水利与建筑工程学报, 2007, 5(4):19-21.

[6] 高恒.大跨预应力张弦结构的试验研究及其 ANSYS 二次开发[D].北京:北京航空航天大学, 2006.

[7] 齐永胜, 刘爱华.张弦梁结构预应力张拉有限元模拟方法比较[J].山西建筑, 2005, 31(9):3-4.

[8] 宋杰, 陈鲁.南京会议展览中心张弦梁索力测试研究［J].施工技术, 2009, 38(12):103-106.

[9] 余道华, 李扬.基于磁通量法的钢索拉力测量实验研究［J].电子质量, 2008(11):25-27.

[10] 郝超,裴岷山.斜拉桥索力测试新方法-磁通量法［J].公路, 2000(11):30-31.

Relative Articles

[1]	QIAO Hongxia, LI Aoyang, LI Jiangchuan, FU Yong, ZHU Feifei. RESEARCH ON DURABILITY OF FIBER REINFORCED CONCRETE BASED ON WIENER DEGRADATION PROCESS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 165-169. doi: 10.13204/j.gyjzG20062808
[2]	SU Sanqing, HAN Song, WANG Wei, LI Yu, JIANG Hao. ANALYTICAL STUDY OF THE BEARING CAPACITY FOR DOWEL-TYPE CONNECTIONS IN GLUED TIMBER WITH SLOTTED STEEL PLATES BASED ON THE BEAM ON ELASTIC FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 143-149. doi: 10.13204/j.gyjzG20121417
[3]	LIU Shuanqi, ZHANG Changjun, ZHANG Wenjuan, TIAN Nan, ZHANG Bin. RESEACH ON ULTIMATE BEARING CAPACITY OF REINFORCED FOUNDATION BASED ON TERZAGHI THEORY ON ULTIMATE BEARING CAPACITY OF FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 148-153. doi: 10.13204/j.gyjzG20072603
[4]	Guo Honglei. CALCULATION OF PUNCHING SHEAR BEARING CAPACITY OF PILE CAPS WITH BOTTOM REINFORCEMENT ARRANGEMENT CONCENTRATED AT EXTENT NEAR PILE TOP[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 76-79. doi: 10.13204/j.gyjz201502017
[5]	Jiang Youbao Luo Jun Liao Guoyu Zhang Jianren, . REFINED PROBABILISTIC MODEL OF RESISTANCE AND RELIABILITY ANALYSIS FOR PRESTRESSED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 69-73. doi: 10.13204/j.gyjz201510013
[6]	Wu Mai, Hou Weiming, Wang Enyuan. DISCUSSION ON DEPTH MODIFICATION OF COHESIVE PILE COMPOSITE FOUNDATION BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 123-125. doi: 10.13204/j.gyjz2001411024
[7]	Gong Xiao-tao, Zhang Zhi-hao, Ma Lin, Yang Song. APPLICATION OF VIBRO REPLACEMENT STONE COLUMN-PLAIN CONCRETE PILE COMPOSITE FOUNDATION IN TREATMENT OF THE NEWLY RECLAIMED KARST AREA[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 166-170. doi: 10.13204/j.gyjz201210035
[8]	Zhang Shi-qian, Chen Zong-ping, Xu Jin-jun, Wang Ni. RESEARCH ON THE BEARING CAPACITY AND REINFORCEMENT METHOD OF IN-SERVICE DAMAGED BRICK CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 153-158,100. doi: 10.13204/j.gyjz201210032
[9]	Ding Yahong, Hao Huimin. RELIABILITY ANALYSIS OF RC CONCRETE BEAMS STRENGTHENED WITH NSM CFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 140-144. doi: 10.13204/j.gyjz201211030
[10]	Tian Lei, Gong Jinxin, Wei Weiwei. COMPARATIVE STUDY ON RELIABILITY OF SHEAR OF REINFORCED CONCRETE MEMBERS DESIGNED BASED ON THE CODES AT HOME AND ABROAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 132-138,117. doi: 10.13204/j.gyjz201008030
[11]	Zhang Shimin, Yu Feng. LOAD TRANSFER AND BEARING CAPACITY OF PILES JACKED INTO SANDY DEPOSITS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 61-64. doi: 10.13204/j.gyjz200705016
[12]	Mao Jinping, Xu Wei. RELIABILITY ANALYSIS OF ROCK- SOCKETED SUPPORT STRUCTURES WITH REAL- TIME DEFORMATION CONTROL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 42-44. doi: 10.13204/j.gyjz200602013
[13]	Fan Weixia, Zhou Jian, Yu Yanan, Liu Keping. STUDY ON COEFFICIENT B IN BEARING CAPACITY FORMULA OF CFG PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 71-75. doi: 10.13204/j.gyjz200603019
[14]	Yao Guohuang, Han Linhai. DESIGN METHOD OF TECHNICAL SPECIFICATION FOR CONCRETE-FILLED STEEL TUBULAR(DBJ 13-51-2003) AND RELIABILITY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 66-70. doi: 10.13204/j.gyjz200601020
[15]	Xia Mingjin, Huo Da. RELIABILITY ASSESSMENT FOR CONCRETE CONTINUOUS SLAB OF EXISTING INDUSTRIAL MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 48-49,78. doi: 10.13204/j.gyjz200504014
[16]	Zhu Pinghua, Fan Lin, Wang Xin. SENSITIVITY ANALYSIS ON RANDOM VARIABLES OF STRONG SHEAR WEAK BENDING DESIGN RELIABILITY OF RC COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 97-100,96. doi: 10.13204/j.gyjz200509027
[17]	Chang Fangqiang, Tu Fan. RELIABILITY ANALYSIS OF REINFORCED RETAINING WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 53-55. doi: 10.13204/j.gyjz200501016
[18]	Wu Yi, Lin Jianhua. ANALYSIS OF EFFECT OF LARGE GROUND DISPLACEMENT BY SEISMIC LIQUEFACTION ON UNDERGROUND PIPLING BASED ON RELIABILITY THEORY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 52-54. doi: 10.13204/j.gyjz200406017
[19]	Liao Ying. THE RELIABILITY STUDY ON STABILITY OF BRACING STRUCTURE FOR EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 54-56. doi: 10.13204/j.gyjz200401015
[20]	Dong Peng, Han Wei, Dai Zhengyu. DYNAMIC RELIABILITY ANALYSIS UNDER INTERACTION OF SOIL AND STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 44-49. doi: 10.13204/j.gyjz200405014