A probabilistic performance-based risk assessment approach for seismic pounding with efficient application to linear systems
- 1 May 2012
- journal article
- Published by Elsevier BV in Structural Safety
- Vol. 36-37, 14-22
- https://doi.org/10.1016/j.strusafe.2012.01.002
Abstract
No abstract availableThis publication has 39 references indexed in Scilit:
- Use of Time-Variant Spectral Characteristics of Nonstationary Random Processes in the First-Passage Problem for Earthquake Engineering ApplicationsPublished by Springer Science and Business Media LLC ,2010
- Vector-valued Intensity Measures Incorporating Spectral Shape For Prediction of Structural ResponseJournal of Earthquake Engineering, 2008
- A Hertz contact model with non-linear damping for pounding simulationEarthquake Engineering & Structural Dynamics, 2006
- Influence of earthquake spatial variability on differential soil displacements and SDF system responseEarthquake Engineering & Structural Dynamics, 2005
- Non-linear viscoelastic modelling of earthquake-induced structural poundingEarthquake Engineering & Structural Dynamics, 2005
- Earthquake-induced interaction between adjacent reinforced concrete structures with non-equal heightsEarthquake Engineering & Structural Dynamics, 2004
- Probability analysis of seismic pounding of adjacent buildingsEarthquake Engineering & Structural Dynamics, 2001
- Simulation of Stochastic Processes by Spectral RepresentationApplied Mechanics Reviews, 1991
- On the Distribution of the First-Passage Time for Normal Stationary Random ProcessesJournal of Applied Mechanics, 1975
- First-crossing probabilities of the linear oscillatorJournal of Sound and Vibration, 1970