Study on Disk Spring Two-Storey Rolling Isolator

Jie Ying Sui; Weng Feng Liu; Yang Yang Zhang

doi:10.4028/www.scientific.net/AMR.163-167.3987

Paper Titles

Long-Period Response Spectrum and Earthquake Response Analysis of Super High-Rise Building
p.3964

Seismic Behavior Analysis and Seismic Strengthening of Corner Joints without Seismic Details
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3D Temporal Characteristics of Scale Model Responses in Shaking Table Test
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Modeling of Hysteretic Damper in Three-Story Steel Frame Subjected to Earthquake Load
p.3981

Study on Disk Spring Two-Storey Rolling Isolator
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An Experimental Study on Mechanical Behavior of Superelastic NiTi Shape Memory Alloy Bar Subjected to Torsion
p.3992

Investigation and Summarization of Buildings from the April 14, 2010 Yushu (China) Earthquake
p.3996

Study on Mechanical Properties of a through Tied Arch Bridge Model with Different Wind Bracing Forms
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An Experimental Study on Seismic Performance of Reinforced Masonry Structure with Small-Sized Concrete Hollow Blocks
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Study on Disk Spring Two-Storey Rolling Isolator

Study on Disk Spring Two-Storey Rolling Isolator

Abstract:

In this paper, a new type of disk spring two-storey rolling seismic isolator was developed. The two-storey rolling isolator isolates horizontal earthquake with metallic dampers to restore to normal position, limit displacement and dissipate energy. The disk spring isolates vertical earthquake. Adopt MATLAB to build the shear model, and contrasts the earthquake response between the base-isolated structure and the unbase-isolated structure.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

3987-3991

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.3987

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Online since:

December 2010

Authors:

Jie Ying Sui, Weng Feng Liu, Yang Yang Zhang

Keywords:

Disk Spring, MATLAB, Time History Analysis, Two-Storey Rolling Isolator

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References

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