Seismic Response Analysis for Hong Kong-Zhuhai-Macau Bridge

Tao Wang; Jing Ning; Yu Li

doi:10.4028/www.scientific.net/AMR.250-253.1628

Paper Titles

The Statistical Laws of Surficial Deformation of Loess Ground during Dynamic Compaction
p.1602

Experimental Study on the Torsional Behavior of RC Composite Core Walls with Steel Tube-Reinforced Concrete Columns and Concealed Steel Trusses Subjected to the Combined Action of Multi-Directional Stresses
p.1612

Evaluation on Effects of Strengthening High Gravity Abutment Using Carbon Fiber Sheet
p.1618

The Structure Selection Analysis on the Support Tower of H-Type Vertical Axis Wind Turbine
p.1622

Seismic Response Analysis for Hong Kong-Zhuhai-Macau Bridge
p.1628

Statistics Analysis of the Bridge Dynamic Response in the Survey of Expressway Traffic Loads
p.1633

Calculation of the Interfacial Tensile Stress of CFST Members under Axial Pressure
p.1638

Analytical Hierarchy Process Applied to Risk Analysis of Deep Excavation
p.1646

Experimental Study on Bond-Slip between Steel Bar and Recycled Aggregate Concrete
p.1651

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Seismic Response Analysis for Hong...

Seismic Response Analysis for Hong Kong-Zhuhai-Macau Bridge

Abstract:

According to the behavior of seismically isolated continuous bridges, the bidirectional nonlinear characteristics of lead rubber bearing are taken into account by using two orthogonal nonlinear level spring elements. Based on the FEA software, the analysis models of seismically isolated and non-isolated continuous bridges are established. And the nonlinear seismic response for these analysis models is carried out under the function of the reasonably chosen seismic motion.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

1628-1632

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.1628

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Online since:

May 2011

Authors:

Tao Wang, Jing Ning, Yu Li

Keywords:

Continuous Bridge, Lead Rubber Bearing, Seismic Response

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References

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