Seismic Response Analysis of CFST Arch Bridge Considering Input Earthquake Characteristics

Fan Xing; Lin Zhao; Ya Zhe Xing

doi:10.4028/www.scientific.net/AMR.255-260.962

Paper Titles

Numerical Simulation of Flow over a Circular Cylinder at Low Reynolds Number
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Bearing Capacity of Reinforced Concrete Simple Beam Bridge Inspection and Analysis
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Thermal Stresses Simulation Analysis of Concrete Box Water Bridge under the Solar Radiation
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The Analysis of Plant Disease Harms and Study on the Technology of Synthesis Reinforce in Arc-Arched Bridge of Solid Abdomen Type
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Seismic Response Analysis of CFST Arch Bridge Considering Input Earthquake Characteristics
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Approximate Deflection Calculation of Variable Box Section Girder Considering the Effect of Shear Lag and Shear Deformation
p.967

Development of a Kind of Multi-Defense Seismic Spherical Bearing
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Influences of Dimension Parameters on the Compression Performance of FRP Rubber Bearings
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Effects of Frequency Content of Earthquake Ground Motions on Probabilistic Seismic Demand Assessment of Long-Span Bridge Structures
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Seismic Response Analysis of CFST Arch Bridge...

Seismic Response Analysis of CFST Arch Bridge Considering Input Earthquake Characteristics

Abstract:

In view of huge destructibility of the near-fault ground motions, structures with long natural vibration period are liable to fall into nonlinear reaction stage. Based on a full understanding of the near-fault seismic spectrum characteristics, the out-of-plane seismic response of a long span concrete-filled steel tube (CFST) arch bridge was studied in depth, and the research result could offer a reference for near-fault aseismic design.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

962-966

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.962

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Online since:

May 2011

Authors:

Fan Xing, Lin Zhao, Ya Zhe Xing

Keywords:

CFST Arch Bridge, Near-Fault Ground Motion, Spectral Characteristic

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