ANALYSIS ON TEMPERATURE STRESS OF SUPER-LONG FRAME STRUCTURE WITH BEAM TEMPERATURE LAG TAKEN INTO ACCOUNT

Chen Junyi; Zou Daoqin; Gan Gang

doi:10.13204/j.gyjz200707013

Volume 37 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(7): 39-43

Chen Junyi, Zou Daoqin, Gan Gang. ANALYSIS ON TEMPERATURE STRESS OF SUPER-LONG FRAME STRUCTURE WITH BEAM TEMPERATURE LAG TAKEN INTO ACCOUNT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 39-43. doi: 10.13204/j.gyjz200707013

Citation:

Chen Junyi, Zou Daoqin, Gan Gang. ANALYSIS ON TEMPERATURE STRESS OF SUPER-LONG FRAME STRUCTURE WITH BEAM TEMPERATURE LAG TAKEN INTO ACCOUNT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 39-43. doi: 10.13204/j.gyjz200707013

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ANALYSIS ON TEMPERATURE STRESS OF SUPER-LONG FRAME STRUCTURE WITH BEAM TEMPERATURE LAG TAKEN INTO ACCOUNT

doi: 10.13204/j.gyjz200707013

1.
1 Department of Civil Engineering,Zhejiang University Hangzhou 310027;
2.
2 Architectural Design and Research Institute of Zhejiang University Hangzhou 310027

Received Date: 2005-12-20
Publish Date: 2007-07-20

Abstract

Abstract

At present the analysis of super-long frame structure always assumes the same temperature distribution as the concrete temperature field under construction and use.Yet they are different actually;and it is obtained from calculation that the slab temperature stress will be greatly increased and the internal force and displacement of the member of the structure will be varied when considering lagging in temperature change of beam.
- super-long structure,
- temperature field,
- lag in temperature change,
- temperature stress

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References(6)

References

GB 50010-2002 混凝土结构设计规范

[2] 韩重庆,孟少平.大面积混凝土梁板结构温度应力问题的探讨.建筑技术,2000,31(12):820-822

[3] 冯健,吕志涛.超长混凝土结构的研究与应用.建筑结构学报,2001,22(6):14-19

[4] 樊小卿.温度作用与结构设计.建筑结构学报,1999,20(2):43-50

[5] 雷预枢,叶伟年.钢筋混凝土框架结构屋盖温度效应的量测与研究.建筑结构学报,1998,19(6):20-26

[6] 王铁梦.工程结构裂缝控制.北京:中国建筑工业出版社,1997:172-175;433-434

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