Response of a RC bridge in WA to simulated spatially varying seismic ground motions

QR Code

Response of a RC bridge in WA to simulated spatially varying seismic ground motions

In this paper, numerical results from a non-linear dynamic response analysis of a 50 m long two-span RC bridge in the Perth Metropolitan Area (PMA) to simulated spatially varying seismic ground motions are presented and discussed. Spatially varying ground motions are stochastically simulated to be c...

Full description

Bibliographic Details
Main Authors:	Hao, Hong, Chouw, N.
Format:	Journal Article
Published:	Engineers Media 2008
Online Access:	http://hdl.handle.net/20.500.11937/16822

Similar Items

3D FEM analysis of pounding response of bridge structures at a canyon site to spatially varying ground motions
by: Bi, Kaiming, et al.
Published: (2013)

Numerical Study of the Seismic Responses of Precast Segmental Column Bridge under Spatially Varying Ground Motions
by: Zhao, L., et al.
Published: (2018)

Numerical simulation of pounding damage to bridge structures under spatially varying ground motions
by: Bi, Kaiming, et al.
Published: (2013)

Seismic fragility analysis of reinforced concrete bridges with chloride induced corrosion subjected to spatially varying ground motion
by: Li, C., et al.
Published: (2015)

Seismic response of a concrete filled steel tubular arch bridge to spatially varying ground motions including local site effect
by: Bi, Kaiming, et al.
Published: (2013)

Significance of SSI and nonuniform near-fault ground motions in bridge response I: Effect on response with conventional expansion joint
by: Chouw, N., et al.
Published: (2008)

Significance of SSI and non-uniform near-fault ground motions in bridge response II: Effect on response with modular expansion joint
by: Chouw, N., et al.
Published: (2008)

Seismic response of a steel trussed arch structure to spatially varying earthquake ground motions including site effect
by: Bai, F., et al.
Published: (2010)

Seismic response analysis of multiple-frame bridges with unseating restrainers considering ground motion spatial variation and SSI
by: Shrestha, B., et al.
Published: (2015)

Simulation of subsea seismic ground motions
by: Hao, Hong, et al.
Published: (2017)

Large-scale testing of bridge system with unseating mitigation devices under spatially varying ground motions
by: Shrestha, B., et al.
Published: (2017)

Experimental and three-dimensional finite element method studies on pounding responses of bridge structures subjected to spatially varying ground motions
by: Li-Xiang, H., et al.
Published: (2016)

Seismic design of bridges for prevention of girder pounding
by: Hao, Hong, et al.
Published: (2008)

Theoretical investigation of bridge seismic responses with pounding under near-fault vertical ground motions
by: Yang, H., et al.
Published: (2015)

Effectiveness of using rubber bumper and restrainer on mitigating pounding and unseating damage of bridge structures subjected to spatially varying ground motions
by: Shrestha, B., et al.
Published: (2014)

Experimental study on relative displacement responses of bridge frames subjected to spatially varying ground motion and its mitigation using superelastic SMA restrainers
by: Shrestha, B., et al.
Published: (2018)

Response of a transmission tower-line system at a canyon site to spatially varying ground motions
by: Li, H., et al.
Published: (2011)

State-of-the-art review on seismic induced pounding response of bridge structures
by: Hao, Hong, et al.
Published: (2013)

RIGID STRUCTURE RESPONSE ANALYSIS TO SEISMIC AND BLAST INDUCED GROUND MOTIONS
by: Hao, Hong, et al.
Published: (2011)

Simulation of spatially varying seafloor motions using onshore earthquake recordings
by: Li, C., et al.
Published: (2018)

Seismic Response Analysis of Transmission Tower-Line System on a Heterogeneous Site to Multi-Component Spatial Ground Motions
by: Bai, F., et al.
Published: (2011)

Numerical and Experimental study of pounding damages in adjacent bridge structures subjected to spatially varying ground motion and its mitigation method
by: Shrestha, Bipin
Published: (2016)

Modeling and Simulation of Spatially Correlated Ground Motions at Multiple Onshore and Offshore Sites
by: Li, Chao, et al.
Published: (2017)

Simulation of multi-support depth-varying earthquake ground motions within heterogeneous onshore and offshore sites
by: Li, C., et al.
Published: (2018)

Seismic fragility analyses of sea-crossing cable-stayed bridges subjected to multi-support ground motions on offshore sites
by: Li, C., et al.
Published: (2018)

Estimation of strong seismic ground motion for engineering use in Perth Western Australia
by: Hao, Hong, et al.
Published: (2009)

Theoretical modeling and numerical simulation of seismic motions at seafloor
by: Li, C., et al.
Published: (2015)

Nonlinear Analysis Of Asymmetric Rc Building Under Repeated Ground Motions
by: Osman, Ahmed Abdallah Mohammed
Published: (2011)

On the effectiveness of rotational friction hinge damper to control responses of multi-span simply supported bridge to non-uniform ground motions
by: Shrestha, Bipin, et al.
Published: (2016)

Seismic response of a base isolated cable-stayed bridge under near-fault ground motion excitations / Ahad Javanmardi … [et al.].
by: Javanmardi, Ahad, et al.
Published: (2018)

Influence of Ground Motion Duration on Responses of Concrete Gravity Dams
by: Wang, C., et al.
Published: (2018)

Effect of partially infill wall on the seismic behavior of RC frame buildings
by: Thinley, K., et al.
Published: (2017)

Seismic Vulnerability Assessment Of An Rc-Frame Building Exposed To Different Direction Components Of Ground Motions Using Nonlinear Dynamic Analysis And Fragility Function
by: Yusoff, Muhammad Umar Mohd
Published: (2022)

Inelastic seismic response of RC building with control system.
by: Jaafar, Mohd Saleh, et al.
Published: (2011)

A study of RC bridge columns under contact explosion
by: Yuan, S., et al.
Published: (2017)

Numerical studies on the seismic responses of bridge structures with precast segmental columns
by: Zhao, L., et al.
Published: (2017)

Influence of peak ground acceleration and soil type on seismic design of RC hotel bulding
by: Nur Hazwani, Mohd Rashid
Published: (2019)

Influence of peak ground acceleration and concrete grade on seismic design of RC hospital building
by: Ummu Nurulatiqah, Kamis
Published: (2019)

Seismic Response Analysis Of Buildings In Malaysia Subjected To Near-Field And Far-Field Ground Motions
by: Tan, Chin Guan
Published: (2018)

Influence of uncertain source parameters on strong ground motion simulation with the empirical green's function method
by: Liang, J., et al.
Published: (2009)