STRUCTURE ANALYSIS & DESIGN OF A MULTIFUNCTIONAL CORRIDOR IN AUTOMOBILE MANUFACTORY

Qiu Peng

doi:10.13204/j.gyjz201303031

Volume 43 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(3): 147-152

LIU Mingliang, JIAO Yongkang, HAI Ran, LI Jiming, HUI Cun, ZHOU Chunjuan, YANG Pan. Static and Dynamic Response Analysis of Long-Span Concrete Girder with Chord Support[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 146-151,78. doi: 10.13204/j.gyjzG22060106

Citation:

Qiu Peng. STRUCTURE ANALYSIS & DESIGN OF A MULTIFUNCTIONAL CORRIDOR IN AUTOMOBILE MANUFACTORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 147-152. doi: 10.13204/j.gyjz201303031

Citation:

Qiu Peng. STRUCTURE ANALYSIS & DESIGN OF A MULTIFUNCTIONAL CORRIDOR IN AUTOMOBILE MANUFACTORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 147-152. doi: 10.13204/j.gyjz201303031

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STRUCTURE ANALYSIS & DESIGN OF A MULTIFUNCTIONAL CORRIDOR IN AUTOMOBILE MANUFACTORY

doi: 10.13204/j.gyjz201303031

Qiu Peng

1.
Shanghai Institute of Mechanical &Electrical Engineering Co.Ltd,Shanghai 200040,China

Received Date: 2012-09-25
Publish Date: 2013-03-20

Abstract

Abstract

Based on the design of a 442 m-long multifunctional corridor in an automobile manufactory,it was discussed the form selection and the mechanical behavior of the large-span steel truss of multiple-story which was applicable in such complex industrial corridor.The results show that the mechanical behavior of multi-span truss is similar to continuous beam in vertical load,which is mainly resisted by the the axial force of web member and chord.The hinge joint between column and chord is suitable for truss,and the stress and deformation of chord in the side direction wind load can't be ignored.
- corridor,
- large-span steel truss,
- structure analysis and design,
- mechanical behavior of the structure

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References(6)

References

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[2] 董石麟,赵阳,周岱.我国空间钢结构发展中的新技术、新结构[J].土木工程学报,1998,31(6):3－14.

[3] 邱鹏,汪崖,汪锋.网架结构在单层大柱网工业厂房中的选型分析与设计[J].钢结构,2012,27(6):37－41.

[4] 宋文晶,马臣,袁锐文,等.连廊结构分析与设计实例[J].建筑结构,2011,41(1):55－58.

[5] 施宇,张俏,张国庆.高层建筑屋顶钢结构连廊设计[J].建筑结构,2009,39(6):91－92.

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