The Finite Element Analysis of Anti-Seismic Performance for the Plate - Column -Light Steel Structure

Guo Qi Xing

doi:10.4028/www.scientific.net/AMR.368-373.142

Paper Titles

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The Research of Dynamic Properties on the Roof in Ancient Timber Buildings
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Discussions on Several Parameters of Q460 High-Strength Single-Angle Equal-Leg Compression Members
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Experimental Study on Dynamic Performance of Steel Frame with Reinforced Connection
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The Finite Element Analysis of Anti-Seismic Performance for the Plate - Column -Light Steel Structure
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Research of Two-Series-Mass Dynamic Vibration Absorber and it’s Application on Building Vibration Control
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Experimental Study of Steel Frames with Infill Prefabricated Reinforce-Concrete Shear Walls
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The Study on Seismic Reliability of CS Panel Structure
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Experimental Studies on Bearing Capacity of Post-Tensioned Unbonded Prestressed Concrete Hollowed Floors
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The Finite Element Analysis of Anti-Seismic Performance for the Plate - Column -Light Steel Structure

Abstract:

The finite element model was established for the test model of the plate - column -light steel structure according to the application of SAP 2000 and the seismic wave was input in the model , through the analysis of earthquake response, the analysis data of the finite element model was close to the results of the test data,so the finite element model was reasonable.