RESPONSE ANALYSIS OF VISCOELASTIC CONCRETE FRAME STRUCTURES

Zhang Qiang; Pu Yi; Chen Kui-fu

doi:10.13204/j.gyjz200606015

Volume 36 Issue 6

Dec. 2014

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Zhang Qiang, Pu Yi, Chen Kui-fu. RESPONSE ANALYSIS OF VISCOELASTIC CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 47-49. doi: 10.13204/j.gyjz200606015

Citation:

Zhang Qiang, Pu Yi, Chen Kui-fu. RESPONSE ANALYSIS OF VISCOELASTIC CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 47-49. doi: 10.13204/j.gyjz200606015

Zhang Qiang, Pu Yi, Chen Kui-fu. RESPONSE ANALYSIS OF VISCOELASTIC CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 47-49. doi: 10.13204/j.gyjz200606015

Citation:

Zhang Qiang, Pu Yi, Chen Kui-fu. RESPONSE ANALYSIS OF VISCOELASTIC CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 47-49. doi: 10.13204/j.gyjz200606015

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RESPONSE ANALYSIS OF VISCOELASTIC CONCRETE FRAME STRUCTURES

doi: 10.13204/j.gyjz200606015

1.
1. Architecture Engineering School,Shanghai Normal University Shanghai 201418;
2.
2. College of Science,China Agricultural University Beijing 100083

Received Date: 2005-12-02
Publish Date: 2006-06-20

Abstract

Abstract

Based on the viscoelastic theory, it was proposed the plane finite element model of concrete frame structures, in which a linear three-parameter viscoelastic model was adopted. The program of finite element was developed and used in analyzing the response of concrete frame structures and the creep law of concrete. The numerical results could be used to forecast the time when the creep reaches stability.
- viscoelastic,
- frame structures,
- finite element method,
- response