|
|
|
|
|
Hassan Soltanmohammadi, Mohammadreza Mashayekhi, Mohammad Mahdi Memarpour, Denise-Penelope N. Kontoni and Masoud Mirtaheri
Investigating the impact of near-field ground motions on the fragility curves of multi-span simply supported concrete girder bridges is the main goal of this paper. Fragility curves are valuable tools for evaluating seismic risks and vulnerabilities of b...
ver más
|
|
|
|
|
|
|
|
|
|
|
Alessandro Pucci, Daniel Eickmeier, Hélder S. Sousa, Linda Giresini, José C. Matos and Ralph Holst
The existing literature on bridge fragility curves for floods mainly uses analytical approaches. However, it is crucial to validate these models and to identify failure trends and patterns to detect vulnerabilities. Therefore, fragility curves obtained u...
ver más
|
|
|
|
|
|
|
|
|
|
|
Mohammadreza Mohammadi, Araliya Mosleh, Mehran S. Razzaghi, Pedro Alves Costa and Rui Calçada
The purpose of this research is to study the seismic performance of railway embankments through a probabilistic approach. Nonlinear response history analyses were conducted utilizing PLAXIS software. Three categories of railway embankments were selected ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Davide Forcellini, Daniele Mina and Hassan Karampour
Subsea high pressure/high temperature (HP/HT) pipelines may be significantly affected by the effects of soil structure interaction (SSI) when subjected to earthquakes. Numerical simulations are herein applied to assess the role of soil deformability on t...
ver más
|
|
|
|
|
|
|
|
|
|
|
Davide Forcellini
Pile foundations is a well-studied technique with many applications and its benefits on structures have been widely studied in the literature. In particular, the mutual effects of pile flexibility and soil deformability may significantly modify the seism...
ver más
|
|
|
|
|
|
|
|
|
|
|
Davide Forcellini
Historical earthquakes have documented that lateral spread and settlements are the most significant damages induced by soil liquefaction. Therefore, assessing its effects on structural performance has become a fundamental issue in seismic engineering. In...
ver más
|
|
|
|
|
|
|
|
|
|
|
Davide Forcellini
Soil liquefaction may cause severe damages to structures mainly in terms of lateral spread and settlements, as documented during historical earthquakes. Liquefaction-potential (LP) estimation has become an important issue in seismic assessment, and this ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Ngoc Hieu Dinh, Joo-Young Kim, Seung-Jae Lee and Kyoung-Kyu Choi
In the present study, the seismic vulnerability of a hybrid mold transformer was investigated using a dynamic analytical approach incorporating the experimental results of shaking table tests. The analytical model consisted of linear springs and plastic ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Marco Vona, Benedetto Manganelli, Sabina Tataranna and Angelo Anelli
The latest Italian seismic events have highlighted a high discrepancy between the potential destructiveness of an earthquake and the consequent economic losses due to damage to buildings. The main reason for this mismatch is the high number of vulnerable...
ver más
|
|
|
|
|
|