Seismic performance of railway bridges with novel ductile piers under near-fault earthquakes

B Wei, H Tan, K Wan, Z Sun, S Li - Transportation Geotechnics, 2024 - Elsevier
The destructive force of near-fault earthquakes presents a significant challenge to railway
bridges. To enhance the seismic resilience of railway bridges under such conditions, a …

Development of an innovative three-dimensional vibration isolation bearing

Y Cao, P Peng, H Wang, J Sun, G Xiao, Z Zuo - Engineering Structures, 2023 - Elsevier
This paper presented an innovative three-dimensional vibration isolation bearing (3D-VIB)
to mitigate horizontal seismic action and rail-induced vertical vibration. The 3D-VIB was …

Mechanical properties of innovative prefabricated friction pendulum bearing with concrete-filled steel tube system

J Zhang, Y Ding, X Guan, J Ou - Journal of Building Engineering, 2023 - Elsevier
An innovative prefabricated seismic isolation system known as a friction pendulum bearing
with a concrete-filled steel tube (FPB-CFST) was proposed to improve the mechanical …

Numerical and experimental investigation of the seismic effect of a two-stage seismic isolation method

T Peng, J Guan, Y Wu - Sustainability, 2023 - mdpi.com
In order to improve the post-earthquake resilience of bridge structures, a Two-Stage seismic
isolation method is proposed in this paper. According to the method, the restoring force and …

Vulnerability assessment of tall isolated steel building under variable earthquake hazard levels using endurance time method

A Sadeghi-Movahhed, AHMM Billah… - Journal of Structural …, 2024 - Taylor & Francis
In this research, the superstructure behavior in isolated structures has been studied based
on their ductility. For this purpose, three tall structures isolated by triple friction pendulum …