A probabilistic framework to make a decision on the post-earthquake functionality of bridges considering the damage, residual displacement, and aftershock

Author:

Akbari Sepideh,Khanmohammadi Mohammad

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference59 articles.

1. AASHTO (2014a) Guide specification for LRFD seismic bridge design. American Association of State Highway and Transportation Officials, Washington, DC

2. AASHTO (2014b) Bridge design specifications. American Association of State Highway and Transportation Officials, Washington, DC

3. Alessandri S, Giannini R, Paolacci F (2013) Aftershock risk assessment and the decision to open traffic on bridges. Earthq Eng Struct Dynam 42(15):2255–2275

4. Ansari M, Daneshjoo F, Safiey A, Hamzehkolaei NS, Sorkhou M (2018) Fiber element-based nonlinear analysis of concrete bridge piers with consideration of permanent displacement. Struct Eng Mech 69(3)

5. Ardakani SMS, Saiidi MS (2018) Simple method to estimate residual displacement in concrete bridge columns under near-fault earthquake motions. Eng Struct 176:208–219

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