AN ANALYSIS OF A PROJECT FLOOR BEAM CONSTRUCTION DEFECTS

Liu Yifeng; Lan Daisheng; Zhao Guangpo

doi:10.13204/j.gyjz200906029

Volume 39 Issue 6

Dec. 2014

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Liu Yifeng, Lan Daisheng, Zhao Guangpo. AN ANALYSIS OF A PROJECT FLOOR BEAM CONSTRUCTION DEFECTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 120-122. doi: 10.13204/j.gyjz200906029

Citation:

Liu Yifeng, Lan Daisheng, Zhao Guangpo. AN ANALYSIS OF A PROJECT FLOOR BEAM CONSTRUCTION DEFECTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 120-122. doi: 10.13204/j.gyjz200906029

Liu Yifeng, Lan Daisheng, Zhao Guangpo. AN ANALYSIS OF A PROJECT FLOOR BEAM CONSTRUCTION DEFECTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 120-122. doi: 10.13204/j.gyjz200906029

Citation:

Liu Yifeng, Lan Daisheng, Zhao Guangpo. AN ANALYSIS OF A PROJECT FLOOR BEAM CONSTRUCTION DEFECTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 120-122. doi: 10.13204/j.gyjz200906029

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AN ANALYSIS OF A PROJECT FLOOR BEAM CONSTRUCTION DEFECTS

doi: 10.13204/j.gyjz200906029

1.
China Southwest Architectural Design and Research Institute Co. Ltd,Chengdu 610081,China

Received Date: 2008-11-20
Publish Date: 2009-06-20

Abstract

Abstract

Initial deflection of the floor beam of a project by lateral loads and co-axial role occurs because of the construction defects.Based on the analysis of the initial defect of the beam,it is derived a formula for stability bearing capacity of the bending members under lateral loads,and makes a conclusion of the bearing capacity and normal performance of defective beams that the defective beams with no special treatment are still safe.The analysis process of the defective beams can be a reference for similar projects.
- defects,
- initial deflection,
- lateral loads,
- bending