FINITE ELEMENT ANALYSIS OF CAST IN PLACE HOLLOW IRREGULAR FLOOR OF PRESTRESSED CONCRETE

Wang Wei; Chen Xiaobao

doi:10.13204/j.gyjz200502013

Volume 35 Issue 2

Dec. 2014

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Wang Wei, Chen Xiaobao. FINITE ELEMENT ANALYSIS OF CAST IN PLACE HOLLOW IRREGULAR FLOOR OF PRESTRESSED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 47-49,63. doi: 10.13204/j.gyjz200502013

Citation:

Wang Wei, Chen Xiaobao. FINITE ELEMENT ANALYSIS OF CAST IN PLACE HOLLOW IRREGULAR FLOOR OF PRESTRESSED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 47-49,63. doi: 10.13204/j.gyjz200502013

Wang Wei, Chen Xiaobao. FINITE ELEMENT ANALYSIS OF CAST IN PLACE HOLLOW IRREGULAR FLOOR OF PRESTRESSED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 47-49,63. doi: 10.13204/j.gyjz200502013

Citation:

Wang Wei, Chen Xiaobao. FINITE ELEMENT ANALYSIS OF CAST IN PLACE HOLLOW IRREGULAR FLOOR OF PRESTRESSED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 47-49,63. doi: 10.13204/j.gyjz200502013

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FINITE ELEMENT ANALYSIS OF CAST IN PLACE HOLLOW IRREGULAR FLOOR OF PRESTRESSED CONCRETE

doi: 10.13204/j.gyjz200502013

1.
Shanghai Jiaotong University Shanghai 200240

Received Date: 2004-08-10
Publish Date: 2005-02-20

Abstract

Abstract

In order to design irregular prestressed concrete floor, formulas of anisotropic finite element method to analyze the internal force of prestressed concrete hollow slab have been presented. At last, practical examples of cast-in-place prestressed concrete floors have been checked with the program Pres-Hift compiled with anisotropic shell finite element method to verify its necessity and feasibility.
- prestressed concrete,
- hollow slab,
- finite element method,
- anisotropic,
- shell element,
- tall building structure