Isolation Performance Analysis of Concrete-Filled Steel Tubular Composite Structure Based on the Lead Rubber Bearing

Shao Wei Duan; Xian Tan; Wei Huang

doi:10.4028/www.scientific.net/AMR.919-921.152

Paper Titles

Failure Analysis of Reinforced Concrete Beams Subjected to Explosion and Post-Explosion Fire
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Geometric Nonlinear Shallow Shells for Variable Thickness Investigation
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Interfacial Slip Calculation of RC Beams Strengthened with FRP Plate under Mid-Span Concentrated Loads
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Isolation Performance Analysis of Concrete-Filled Steel Tubular Composite Structure Based on the Lead Rubber Bearing
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Lifting Point Optimization of Large Steel Truss on the Principle of Minimum Potential Energy
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Non Shrinkage Self-Compacting Steel Box Concrete Application in a Landscape Tower
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Isolation Performance Analysis of Concrete-Filled...

Isolation Performance Analysis of Concrete-Filled Steel Tubular Composite Structure Based on the Lead Rubber Bearing

Abstract:

With a 6 layer of concrete-filled steel tubular column-steel beam frame structure as the object of study,established finite element model of the structure is based on Sap2000,the traditional structure model and the isolation structure model were compared.The research results show that the dynamic characteristics of structure storey drifts and acceleration with Lead Rubber Bearing are smaller than the model without Lead rubber bearing under different earthquake intensities. The isolation effect is considered obvious.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

152-157

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.152

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Online since:

April 2014

Authors:

Shao Wei Duan, Xian Tan, Wei Huang

Keywords:

Concrete-Filled Steel Tubular-Steel Beam Composite Structures, Elastic-Plastic Time History Analysis, Lead Rubber Bearing, Sap2000

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