DYNAMIC SIMULATION OF CONSTRUCTION PROCESS OF GIANT COLUMN FRAME-CORE TUBE-CANTILEVER TRUSS STRUCTURE SYSTEM

Li Yong; Guan Changsheng; Cheng Ji; Wang Hui

doi:10.13204/j.gyjz201305002

Volume 43 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(5): 9-13

Li Yuqi, Xie Kanghe. PREDICTION AND ANALYSIS OF DEFORMATION OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 19-21,80. doi: 10.13204/j.gyjz200409006

Citation:

Li Yong, Guan Changsheng, Cheng Ji, Wang Hui. DYNAMIC SIMULATION OF CONSTRUCTION PROCESS OF GIANT COLUMN FRAME-CORE TUBE-CANTILEVER TRUSS STRUCTURE SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 9-13. doi: 10.13204/j.gyjz201305002

Li Yuqi, Xie Kanghe. PREDICTION AND ANALYSIS OF DEFORMATION OF DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 19-21,80. doi: 10.13204/j.gyjz200409006

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DYNAMIC SIMULATION OF CONSTRUCTION PROCESS OF GIANT COLUMN FRAME-CORE TUBE-CANTILEVER TRUSS STRUCTURE SYSTEM

doi: 10.13204/j.gyjz201305002

1.
1. School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China;
2.
2. School of Civil Engineering and Architecture,Huanghuai University,Zhumadian 463000,China;
3.
3. China Construction Third Engineering Bureau Joint-Stock Co.Ltd,Wuhan 430074,China

Received Date: 2013-01-31
Publish Date: 2013-05-20

Abstract

Abstract

Considering the influences of high strength concrete's shrinkage and creep deformation on the vertical deformation and the structural stress, using the finite element software, combined with Wuhan Centre Project, mechanical simulation and stress state analysis for giant column frame-core tube-canlilever truss structure system construction process were given.The calculation results show that in the gravity and construction load, the deformation exists between the elevation position of floor and the design position, maximum deformation difference occurred in middle of tower, the advance construction of the core tube has certain influence on the vertical deformation, but a small influence on the whole deformation, which can be adjusted by making level in the construction process.
- giant column frame-the core tube-cantilever truss,
- construction,
- dynamic simulation,
- FE,
- deformation

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References(13)

References

[2] Nielsen K. Load on Reinforced Floor Slabs and Their Deformation?During Construction [ R ]. Bulletin No.15. Final Report.. Stockholm Swedish Cement and Concrete Research Institute of?Technology:1952.

刘西拉.我国结构工程学科应优先发展的领域[J].土木工程学报,1993,26(4):21-28.

[3] Grundy P,Kabaila A. Construction Loads on Slab with Shored?Formwork in Multistory Building[J]. ACI Journal,1963,60(12):1729-1738.

[4] 曹志远.时变力学及工程应用[J].力学与实践,1999,21(5):1-4.

[5] 赵忠宪.高层建筑施工安全分析[D].上海:同济大学,2000.

[6] 周绪红.钢框架-钢筋混凝土核心筒体系竖向变形差异的计算[J].建筑结构学报,2005,26(4):66-73.

[7] JGJ 32002高层建筑混凝土结构技术规程[S].

[8] 谭征,沈蒲生.模拟巨型框架结构在不同施工过程中的内力与位移比较[J].建筑科学,2006,22(3):18-21.

[9] 邹小江,寿楠椿,韩大建.高层建筑考虑施工过程的徐变收缩分析[J].建筑结构,2002,32(3):3-6.

[10] 林南薰,陈叶军.高层钢筋混凝土结构考虑建造过程的收缩徐变效应[J].华南理工大学学报:自然科学版,2003,31(2):71-76.

[11] 李瑞礼,曹志远.结构工程施工分析的材料时变效应[J].同济大学学报,2003,31(8):926-930.

[12] Liu Xila,Chen W F. Effects of Creep on Load Distribution in?Multistory Reinforced Concrete Buildings During Construction[J]. ACI Structure Journal,1987,84(3):192-200.

[13] 黄湘湘.钢框架-钢筋混凝土核心筒体系考虑混凝土收缩徐变的竖向变形差研究[D].长沙:湖南大学,2009.

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