The effect of bridge girder-bearing separation on shear key pounding under vertical earthquake action–A state-of-the-art review

C Shutong, MM Kassem, AM Jalilluddin, FM Nazri… - Structures, 2023 - Elsevier
The role of the shear key as a pivotal element in bridge systems, particularly concerning the
seismic performance of bridge structures, is underscored in this review. The study highlights …

Applicability analysis of high-speed railway system under the action of near-fault ground motion

L Jiang, J Yu, W Zhou, W Yan, Z Lai, Y Feng - Soil Dynamics and …, 2020 - Elsevier
Studying the applicability of existing bridge and track systems of high-speed railway in near-
fault areas is crucial and urgent, because the current seismic design methods seldom …

Experimental and numerical investigations on adaptive stiffness double friction pendulum systems for seismic protection of bridges

S Cao, OE Ozbulut, X Dang, P Tan - Soil Dynamics and Earthquake …, 2024 - Elsevier
This study examines the design, development, and characterization of double friction
pendulum systems with variable sliding surface geometry. The proposed isolator has a …

Recent advancement in assessment and control of structures under multi-hazard

M Jami, R Rupakhety, S Elias, B Bessason… - Applied Sciences, 2022 - mdpi.com
This review presents an up-to-date account of research in multi-hazard assessment and
vibration control of engineering structures. A general discussion of the importance of multi …

Comparative seismic fragility assessment of an existing isolated continuous bridge retrofitted with different energy dissipation devices

N Xiang, MS Alam - Journal of bridge engineering, 2019 - ascelibrary.org
Seismic isolation is a commonly adopted approach for designing bridges against
earthquakes. However, the period elongation in an isolated bridge will generally lead to a …

Fragility analysis of tall pier bridges subjected to near-fault pulse-like ground motions

X Chen, J Li, Z Guan - Structure and Infrastructure Engineering, 2020 - Taylor & Francis
More than 40% of bridges in Southwest China have piers over 40 m height. The seismic
behaviour of these bridges is critical, especially exposed to near-fault pulse-like ground …

Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower

AB Habieb, M Valente, G Milani - Soil Dynamics and Earthquake …, 2019 - Elsevier
Recent earthquakes in Italy have emphasized the high seismic vulnerability of historical
masonry constructions and the need of effective retrofitting interventions. This paper …

Study on the dynamic response correction factor of a coupled high-speed train–track–bridge system under near-fault earthquakes

J Yu, L Jiang, W Zhou, X Liu, Z Lai… - Mechanics Based Design …, 2022 - Taylor & Francis
The extension of high-speed railway construction to earthquake-prone regions has
significantly increased the probability of trains encountering an earthquake while running on …

Seismic fragility analysis of LRB-isolated bridges considering the uncertainty of regional temperatures using BP neural networks

Y Shi, L Xiong, H Qin, J Han, Z Sun - Structures, 2022 - Elsevier
Lead rubber bearings (LRBs) have been widely used as seismic isolators for bridges, owing
to their outstanding working performance and wide applicability. However, the mechanical …

Lateral Impact Resilient double concave Friction Pendulum (LIR-DCFP) bearing: Formulation, parametric study of the slider and three-dimensional numerical example

G Auad, JL Almazán - Engineering Structures, 2021 - Elsevier
Seismic isolation has been one of the best alternatives in protecting structures, being
frictional isolators one of the most used devices in constructing isolation systems. Under …