Derivation of Fragility Curves for the Seismic Vulnerability Assessment of Railway Masonry Arch Bridges

2021 ◽  
pp. 893-902
Author(s):  
Carlo Filippo Manzini ◽  
Paolo Morandi ◽  
Barbara Borzi ◽  
Francesco Iodice ◽  
Alberto Mauro ◽  
...  
Keyword(s):  
Vulnerability Assessment ◽  
Seismic Vulnerability ◽  
Fragility Curves ◽  
Masonry Arch ◽  
Seismic Vulnerability Assessment ◽  
Arch Bridges

Seismic vulnerability assessment of masonry arch bridges

Structures ◽  
2021 ◽  
Vol 33 ◽  
pp. 3311-3323
Author(s):  
Özden Saygılı ◽  
José V. Lemos
Keyword(s):  
Vulnerability Assessment ◽  
Seismic Vulnerability ◽  
Masonry Arch ◽  
Seismic Vulnerability Assessment ◽  
Arch Bridges

scholarly journals Seismic Vulnerability Assessment of a Reinforced Concrete Building Located in India

2019 ◽  
Vol 8 (11S) ◽  
pp. 310-314
Keyword(s):  
Vulnerability Assessment ◽  
Seismic Vulnerability ◽  
Fragility Curves ◽  
Equivalent Linearization ◽  
Spectral Acceleration ◽  
Damage State ◽  
Ground Acceleration ◽  
Seismic Vulnerability Assessment ◽  
Performance Point ◽  
Damage States

Over the recent years the natural disaster especially due to the earthquake effect on buildings increases which causes loss of life and property in many places all over the world. The latest development leads to finding the direct losses and damage states of the buildings for various intensities of earthquake ground motions. In the present study, seismic vulnerability assessment was done for a medium rise building (G+5). The design peak ground acceleration of 0.16g and 0.36g were considered for the risk assessment. The nonlinear static pushover analysis was done to fine the performance point, spectral acceleration and corresponding spectral acceleration by Equivalent Linearization (EL) method given by Federal Emergency Management Agency (FEMA-440). The four damage states such as slight, moderate, extreme and collapse has been considered as per HAZUS-MR4. The seismic vulnerability in terms of fragility curves was developed to evaluate the damage probabilities based on HAZUS methodology. The discrete and cumulative damage probability was found for all the damage states of the building which shows the building at 0.16g experience slight damage whereas at 0.36g the moderate damage state equally becomes predominant.

Seismic vulnerability assessment of pile-supported wharves using fragility curves

2013 ◽  
Vol 10 (11) ◽  
pp. 1417-1431 ◽  
Author(s):  
Hamid Heidary-Torkamani ◽  
Khosrow Bargi ◽  
Rouhollah Amirabadi
Keyword(s):  
Vulnerability Assessment ◽  
Seismic Vulnerability ◽  
Fragility Curves ◽  
Seismic Vulnerability Assessment
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