Displacement-Based Simplified Seismic Loss Assessment of Steel Buildings

2020 ◽  
Vol 24 (sup1) ◽  
pp. 146-178 ◽  
Author(s):  
G. Cantisani ◽  
G. Della Corte ◽  
T.J. Sullivan ◽  
R. Roldan
2020 ◽  
Vol 24 (sup1) ◽  
pp. 60-81 ◽  
Author(s):  
Marco Bosio ◽  
Andrea Belleri ◽  
Paolo Riva ◽  
Alessandra Marini

2020 ◽  
Vol 24 (sup1) ◽  
pp. 114-145 ◽  
Author(s):  
Luca Landi ◽  
Daniel Saborio-Romano ◽  
David P. Welch ◽  
Timothy J. Sullivan

2020 ◽  
Vol 24 (sup1) ◽  
pp. 1-22 ◽  
Author(s):  
Gerard J. O’Reilly ◽  
Ricardo Monteiro ◽  
Al Mouayed Bellah Nafeh ◽  
Timothy J. Sullivan ◽  
Gian Michele Calvi

Author(s):  
Andrea Del Grosso ◽  
Marcello Cademartori ◽  
Paolo Basso ◽  
Saimir Osmani

For the effective management and maintenance of a transport network, it is important to identify the most at-risk bridges within the network and subsequently to identify the expected losses in case of seismic event. The risk assessment process adopted for this purpose usually makes use of fragility functions obtained from a simplified displacement-based assessment (DBA) procedure and loss models that may be either simple empirical expressions or bridge-specific expressions developed from time-consuming non-linear dynamic analyses. Moreover, the use of simplified loss models is investigated in order to make the loss assessment process applicable to infrastructure networks or large portfolio of bridges. One of the specific features of this paper is the investigation of the state of the art methodologies in seismic loss assessment of bridges and the applicability of simplified loss models.


2020 ◽  
Vol 24 (sup1) ◽  
pp. 82-113 ◽  
Author(s):  
Donatello Cardone ◽  
Giuseppe Perrone ◽  
Amedeo Flora

2020 ◽  
Vol 24 (sup1) ◽  
pp. 23-59 ◽  
Author(s):  
Daria Ottonelli ◽  
Serena Cattari ◽  
Sergio Lagomarsino

2014 ◽  
Vol 13 (2) ◽  
pp. 471-486 ◽  
Author(s):  
Angelo Masi ◽  
Leonardo Chiauzzi ◽  
Carmelinda Samela ◽  
Luigi Tosco ◽  
Marco Vona

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