Seismic Performance Analysis of a High-Rise Structure with Multi-Short Columns

Ri Rong Fu; Lan Wen Li; Xin Yan Yuan; Kang Ning Liu; Ran Li

doi:10.4028/www.scientific.net/AMM.578-579.137

Paper Titles

Pre-Test on the Behaviors of Vertical Prestressed Spacing to Composite Masonry Walls with Holes from the Aspect of Eccentrical Compression
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Research on Mechanical Behavior of RC Beams Strengthened with CFRP by Anti-Arch Method
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Rigid Joints Transferring Forces outside Box Columns with Imperfect Beams – Finite Element Method Simulation
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Seismic Performance Analysis of a High-Rise Structure with Multi-Short Columns
p.137

Stability Analysis for a Latticed Shell Based on ABAQUS
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Stress Analysis of the Rectangular Retaining Wall under Water Pressure Based on Elasticity Mechanics
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Studies on Mechanical Behavior of "Box Structure" Residence
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Experimental Investigation on Steel H-Beam Prestressed with Externally High Strength Steel Bars
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Seismic Performance Analysis of a High-Rise...

Seismic Performance Analysis of a High-Rise Structure with Multi-Short Columns

Abstract:

This paper aimed at a tall frame-shear wall structure contains multi-short columns, and did pushover analysis to this structure with finite element software, and evaluated its seismic performance under rare earthquake in seismic intensity of 6 degrees. It concluded that the structure can meet the "earthquake does not fall" seismic requirements, and will not appear the cut destruction of shear frame short columns, and can achieve "strong column weak beam" design requirements.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

137-140

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.137

Citation:

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Online since:

July 2014

Authors:

Ri Rong Fu*, Lan Wen Li, Xin Yan Yuan, Kang Ning Liu, Ran Li

Keywords:

Earthquake, Pushover Analysis, Seismic Performance, Structure with Multi-Short Columns

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* - Corresponding Author

References

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