An extended probabilistic demand model with optimal intensity measures for seismic performance characterization of isolated bridges under coupled horizontal and vertical motions

Intensity Measures (IMs) provide the relationship between Engineering Demand Parameters (EDPs) and seismic hazard characteristics for different structures and hence, their role in performance-based bridge design is significant. A few studies have investigated the optimal IMs for bridges under horizo...

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Vydáno v:	Bulletin of earthquake engineering Ročník 19; číslo 5; s. 2291 - 2323
Hlavní autoři:	Dehghanpoor, Ahmad, Thambiratnam, David, Zhang, Wenyang, Chan, Tommy, Taciroglu, Ertugrul
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Dordrecht Springer Netherlands 01.03.2021 Springer Nature B.V
Témata:	Acceleration Bridge design Bridges Civil Engineering Displacement Earth and Environmental Science Earth Sciences Environmental Engineering/Biotechnology Geological hazards Geophysics/Geodesy Geotechnical Engineering & Applied Earth Sciences Ground motion Hydrogeology Mathematical models Original Article Parameters Pile foundations Piles Seismic activity Seismic hazard Seismic response Seismology Soil properties Soil-structure interaction Soils Spectra Structural Geology Uncertainty Velocity Combined horizontal and vertical components Planar probabilistic seismic demand models Soil-pile-bridge (SPB) system Optimal intensity measures
ISSN:	1570-761X, 1573-1456
On-line přístup:	Získat plný text
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