Three Dimensional Dynamic Response of Reinforced Concrete Bridges Under Spatially Varying Seismic Ground Motions

Three Dimensional Dynamic Response of Reinforced Concrete Bridges Under Spatially Varying Seismic Ground Motions

A new methodology is proposed to perform nonlinear time domain analysis on three-dimensional reinforced concrete bridge structures subjected to spatially varying seismic ground motions. A stochastic algorithm is implemented to generate unique and correlated time history records under each bridge sup...

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Bibliographic Details
Main Author: Peña-Ramos, Carlos Enrique
Other Authors: Haldar, Achintya
Language:en
Published: The University of Arizona. 2011
Subjects:
Pier Ductility Demands
Simulation of seismic acceleration time histories
Spatially Varying Ground Motion
Three-dimensional Seismic Response of Bridges
Civil Engineering
Monte Carlo Simulation
Multisoport Excitation
Online Access:http://hdl.handle.net/10150/217064

Internet

http://hdl.handle.net/10150/217064

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