FINITE ELEMENT ANALYSIS OF NO-HOLE CONTINUOUS WALL-BEAMS SUBJECTED TO VERTICAL LOADING

Meng Da; Hang Ying; Zhou Yunlin

doi:10.13204/j.gyjz200412013

Volume 34 Issue 12

Dec. 2014

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Meng Da, Hang Ying, Zhou Yunlin. FINITE ELEMENT ANALYSIS OF NO-HOLE CONTINUOUS WALL-BEAMS SUBJECTED TO VERTICAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 48-50. doi: 10.13204/j.gyjz200412013

Citation:

Meng Da, Hang Ying, Zhou Yunlin. FINITE ELEMENT ANALYSIS OF NO-HOLE CONTINUOUS WALL-BEAMS SUBJECTED TO VERTICAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 48-50. doi: 10.13204/j.gyjz200412013

Meng Da, Hang Ying, Zhou Yunlin. FINITE ELEMENT ANALYSIS OF NO-HOLE CONTINUOUS WALL-BEAMS SUBJECTED TO VERTICAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 48-50. doi: 10.13204/j.gyjz200412013

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FINITE ELEMENT ANALYSIS OF NO-HOLE CONTINUOUS WALL-BEAMS SUBJECTED TO VERTICAL LOADING

doi: 10.13204/j.gyjz200412013

1.
1. China University of Mining and Technology Beijing 100083;
2.
2. Shanghai Sheshan Country Club Limited Company Shanghai 201619;
3.
3. Anshan Steel &Iron Group company Anshan 114000

Received Date: 2003-12-02
Publish Date: 2004-12-20

Abstract

Abstract

The internal force, stress distribution and its changing law of no-hole continu ous wall beams are analyzed by diagrams, using finite element method, and thus t he interactive forces between the no-hole continuous wall beams and joists can be computed, i.e. the law of changing in the internal forces and the stress in t he tests can also be verified; and the laws that can not be found by the tests c an be obtained, which can provide a more precise theoretical basis for the desig n of the wall beams.
- finite element,
- no-hole continuous,
- wall beam,
- internal force