Analysis on Seismic Performance of Beam and Plate Converter Floor

Gen Tian Zhao; Xu Ting Kou

doi:10.4028/www.scientific.net/AMM.580-583.1551

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Data Processing and Preliminary Analysis of Strong Motion Records from the Ms7.0 Lushan, China Earthquake
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Permanent Displacement Identification Analysis in 2011 Mw9.0 Tohoku Earthquake, Japan
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Research on Shaking Table Control Parameter Tuning Technology Based on System Identification
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Research Summary of Vibration Reducing Performance for Infilled Wall
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Ultimate State of Bridges with Rocking Isolation under Extreme Earthquakes
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Verification of LSSRLI-1 Applicability on Soft Sites Using Exact Solution
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Controls on Material and Mesh for Structural Nonlinear Time-History Analysis
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Analysis on Seismic Performance of Beam and Plate...

Analysis on Seismic Performance of Beam and Plate Converter Floor

Abstract:

With the project case, the seismic performance of girder transfer floor member and the plate transfer floor member were discussed. Contrast calculation was carried out in girder transfer floor member and the plate transfer floor member with SATWE method to analyze its reasonable and unreasonable places. Based on overall structure calculation of a high rise building, the seismic design requirements for buildings applying thick transferring plate have been presented. The conclusion is that the seismic performance of girder transfer floor member is more advantageous and affordable, more convenient and more economical in ingredients.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

1551-1554

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.1551

Citation:

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Online since:

July 2014

Authors:

Gen Tian Zhao, Xu Ting Kou

Keywords:

Frame and Shear Wall Structure, Overall Structure Calculation, Seismic Design, Thick Transferring Plate

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References

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