Solve Cast-in-Place Floor Slab in Frame Structure Buildings in the Study of \" Strong Beam Weak Column\" Issue

Abstract:

With the development of construction technology and construction equipment, now almost all industrial and civil buildings are changing to frame structure. As a result of the differences in floor height, span and the thickness of the cast-in-place floor slab, so the frame column and beam stress is different. When the stress exceeds a certain limit, then it will result in the problem of “strong beam weak column”, and this affects the quality of the buildings, thus how to solve the strong beam weak column caused by the cast-in-place floor slab becomes very meaningful.

• Periodical: Applied Mechanics and Materials (Volumes 638-640)
• Pages: 233-237
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.638-640.233
• Online since: September 2014
• Authors: Xiao Wei Duan*
• Keywords: Analysis of Stress, Cast-in-Place Floor Slab, Frame Structure, Strong Beam Weak

References

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