EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE

Bai Xiaohong; Bai Guoliang

doi:10.13204/j.gyjz201007010

Volume 40 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(7): 31-35

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

Citation:

Bai Xiaohong, Bai Guoliang. EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 31-35. doi: 10.13204/j.gyjz201007010

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

Citation:

Bai Xiaohong, Bai Guoliang. EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 31-35. doi: 10.13204/j.gyjz201007010

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EXPERIMENTAL AND THEORETICAL STUDY ON THE DEFORMATION PROPERTY OF THE FRAME-BENT STRUCTURE

doi: 10.13204/j.gyjz201007010

Bai Xiaohong¹,
Bai Guoliang²

1.
1. Planning and Architectural Engineering College,Henan University of Science &Technology,Luoyang 471003,China;
2.
2. School of Civil Engineering,Xi’an University of Architecture &Technology,Xi’an 710055,China

Received Date: 2009-12-05
Publish Date: 2010-07-20

Abstract

Abstract

Because of the eccentricity and irregularity of the frame-bent structure for an industrial workshop, based on the prototype of the principal workshop of a thermal power plant, the spatial computational model of integral structure was established, modal analysis and elastoplastic time history analysis under two-directional horizontal earthquake were made. Combined with the former pseudo-dynamic experiment and quasi-static experiment, the dynamic properties and the spatial deformation performance were studied on emphasis. The result shows that the stiffness of longitudinal direction and the transverse direction is abrupt, which makes the torsional effect evidently, and the weak parts are more, which need attention in its design.
- frame-bent structure,
- elastoplastic time-history analysis,
- biaxial eccentric,
- irrcgularity,
- pseudo-dynamic experiment

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References(8)

References

刘冬柏，王安玲. 基于汶川地震房屋建筑破坏特征的几点启示[J]. 中外建筑，2008(9) : 21-26.

[2] 吕西林，任晓崧，李翔，等. 四川地震灾区房屋应急评估与震害初探[J]. 建筑学报，2008(7) : 1-4.

[3] 李宏男. 结构多维抗震理论与设计方法[M]. 北京:科学出版社，2006: 236-246.

[4] Jeong S H，Elnashai A S. Analytical Assessment of an Irregular RC Frame for Full-Scale 3D Pseudo-Dynamic Testing-PartⅠ:Anslytical Model Verification [J ]. Journal of Earthquake Engineering，2005，9(1) : 95-128.

[5] 白国良. 大型火力发电厂钢筋混凝土框排架主厂房抗震性能试验研究报告[R]. 西安:西安建筑科技大学，2002.

[6] 白晓红. 钢筋混凝土框排架结构的平扭耦联多维地震反应分析[D]. 西安:西安建筑科技大学，2008.

[7] JGJ 32002 高层建筑混凝土结构技术规程[S].

[8] GB 500112001 建筑结构抗震设计规范[S].

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沈阳化工大学材料科学与工程学院沈阳 110142

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