Fragility of transport assets exposed to multiple hazards: State-of-the-art review toward infrastructural resilience

SA Argyroudis, SΑ Mitoulis, MG Winter… - Reliability Engineering & …, 2019 - Elsevier
Vulnerability is a fundamental component of risk and its understanding is important for
characterising the reliability of infrastructure assets and systems and for mitigating risks. The …

Comparative assessment of two rocking isolation techniques for a motorway overpass bridge

A Agalianos, A Psychari, MF Vassiliou… - Frontiers in Built …, 2017 - frontiersin.org
Rocking isolation of structures is evolving as an alternative design concept in earthquake
engineering. The present paper investigates the seismic performance of an actual overpass …

Probabilistic formulation for the q-factor of piles with damping pre-hole

A Aloisio, A Contento, J Xue, R Fu… - Bulletin of Earthquake …, 2023 - Springer
The flexibility of the foundation system significantly affects the seismic and operational
performance of integral abutment bridges (IAB). The so-called pile isolation system can lead …

Soil-pile-superstructure interaction effects in seismically isolated bridges under combined vertical and horizontal strong ground motions

A Dehghanpoor, D Thambiratnam, E Taciroglu… - Soil Dynamics and …, 2019 - Elsevier
This paper presents a deterministic analysis carried out to study the influence of coupled
vertical and horizontal ground motions on the response of an isolated bridge (or soil-pile …

[HTML][HTML] Effect of soil–pile–structure interaction on seismic behaviour of RC building frames

J Visuvasam, SS Chandrasekaran - Innovative Infrastructure Solutions, 2019 - Springer
Pile foundations are generally used to support important industrial buildings, especially
located in coastal regions where the major portion is covered by loose soil deposits. They …

Cost‐effective analysis technique for the design of bridges against strike‐slip faulting

A Agalianos, M Sieber… - … Engineering & Structural …, 2020 - Wiley Online Library
The paper studies the performance of a typical overpass bridge, with continuous deck and
monolithic pier‐deck connections, subjected to strike‐slip faulting. A three‐dimensional (3D) …

Simple method for real-time seismic damage assessment of bridges

I Anastasopoulos, PC Anastasopoulos… - Soil Dynamics and …, 2015 - Elsevier
Seismic damage of bridges may pose a severe threat to motorway users, and preventive
closure until post-seismic inspection may be viewed as the only safe option. However, such …

Seismic response of a motorway bridge founded in an active landslide: a case study

A Mantakas, A Tsatsis, M Loli, R Kourkoulis… - Bulletin of Earthquake …, 2023 - Springer
A twin girder 7-pier bridge, belonging to the" Egnatia" highway that has been facing
numerous challenging geohazards, is built within an active landslide. Its seismic …

Widening of existing motorway bridges: pile group retrofit versus nonlinear pile–soil response

L Sakellariadis, A Marin… - Journal of Geotechnical …, 2019 - ascelibrary.org
Modernization of motorway infrastructure often involves widening of existing bridges which
need to be retrofitted to sustain the increased loads. Whereas pier retrofit is relatively …

Seismic response of nonlinear soil-structure interaction systems through the Preisach formalism: the Messina Bell Tower case study

P Cacciola, I Caliò, N Fiorini, G Occhipinti… - Bulletin of Earthquake …, 2022 - Springer
In this paper the seismic response of linear behaving structures resting on compliant soil is
addressed through the application of the Preisach formalism to capture the soil …