Comparison and Analysis on Four International Seismic Isolation Design Codes for Bridge

Tie Yi Zhong; Ji Ying Lv; Jun Hui Feng

doi:10.4028/www.scientific.net/AMM.50-51.854

Paper Titles

A New Method for Predicting Unsteady Performance of Integrative Propulsion System
p.833

Influence of Absorber’s Stiffness and Installation Site on Bit Trajectory
p.838

Dynamic Analysis of Sandwich Beams Filled with ER Elastomers
p.843

Modeling and Rendering Realistic Trees
p.849

Comparison and Analysis on Four International Seismic Isolation Design Codes for Bridge
p.854

Time-Dependent Load Bearing Capacity of Corroded R.C. Columns in Atmosphere Environment
p.859

New Method of Reliability Analysis for Deep Tunnel
p.864

Producing Mechanism and Distribution Laws of Remote Cracks for Geotechnical Engineering Structure
p.869

Detection of Damage Extension in Cantilever Beams Using Change Ratio of Frequency Response Functions
p.875

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 50-51Comparison and Analysis on Four International...

Comparison and Analysis on Four International Seismic Isolation Design Codes for Bridge

Abstract:

As one kind of primary passive vibration control technology, the seismic isolation technology provides a new way for anti-seismic of bridge and has got initial application in practical bridge engineering. Some standard clauses have been added into the international codes including Eurocode 8, codes of AASHTO and Japan Highway as well as China Highway. In this paper, using the finite element program Sap2000, a three spans continuous beam bridge is taken as practical calculation example for analysis and comparison based on four codes above. The research results provide important reference for further research and practical application of bridge vibration reduction and isolation.

You might also be interested in these eBooks

Intelligent Structure and Vibration Control

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 50-51)

Pages:

854-858

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.50-51.854

Citation:

Cite this paper

Online since:

February 2011

Authors:

Tie Yi Zhong, Ji Ying Lv, Jun Hui Feng

Keywords:

Bridge, Code Comparison, Lead Rubber Bearing (LRB), Seismic Isolation

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Buckle, I. G. and Mayes, R. L.: Seismic Isolation: History, Application, and Performance-A World View, Earthquake Spectra, Vol. 6, No. 2, (1990).

DOI: 10.1193/1.1585564

Google Scholar

[2] Panos Tsopelas and Michael. C. Constantinou. Study on Elastoplastic Bridges Seismic Isolation System, Journal of Structural Engineering, 123 (4): 489-498, (2000).

DOI: 10.1061/(asce)0733-9445(1997)123:4(489)

Google Scholar

[3] T.Y. Zhong, F.L. Yang and H. Xia. The Design Method of the Seismically Isolated Bridge by Lead Rubber Bearing Based on Energy Method, China Railway Science, 30(2): 43-48, (2009).

Google Scholar

[4] Kyu-Sik Park, Hyung-Jo Jung and In-Won Lee. A Comparative Study on A Seismic Performance of Base Isolation Systems for Multi-span Continuous Bridge [J]. Engineering Structures, 2002, 24: 1001-1013.

DOI: 10.1016/s0141-0296(02)00020-2

Google Scholar

[5] Eurocode 8: Design of structures for earthquake resistance-Part 2: Bridges. 1998-2: 2006-2.

Google Scholar

[6] AASHTO: Guide Specifications for Seismic Isolation Design, (1999).

Google Scholar

[7] Standard Specification for Seismic Design of Road and Bridge V. Tokyo: Japan Society of Road, (1996).

Google Scholar

[8] Guidelines for Seismic Design of Highway Bridges. (JTG/T B02-01-2008), 2008. Beijing, China.

Google Scholar