Study on seismic behavior of a self-centering railway bridge pier with sacrificial components
F Xu, X Zhang, X Xia, J Shi - Structures, 2022 - Elsevier
Railway bridge pier with large cross-section will vibrate significantly during strong
earthquake events. Sacrificial components can be used to improve the lateral stiffness and …
earthquake events. Sacrificial components can be used to improve the lateral stiffness and …
Seismic performance and design of bridge piers with rocking isolation
X Chen, X Xia, X Zhang, J Gao - Structural Engineering and …, 2020 - koreascience.kr
Seismic isolation technology has a wide application to protect bridges from earthquake
damage, a new designed bridge pier with seismic isolation are provided for railways in …
damage, a new designed bridge pier with seismic isolation are provided for railways in …
Influence of superstructure modeling approach on the response prediction of buildings with LRBs considering heating effects
The aim of this study is to investigate the variation in response quantities of buildings
seismically isolated by lead rubber bearings (LRBs), depending on how the superstructure …
seismically isolated by lead rubber bearings (LRBs), depending on how the superstructure …
Variation in mechanical properties of a lead–rubber bearing exposed to low temperature
This study investigates the change in hysteretic properties of a lead–rubber bearing (LRB)
exposed to low temperature. For this purpose, a full-scale LRB was conditioned at …
exposed to low temperature. For this purpose, a full-scale LRB was conditioned at …
Experimental and numerical study on seismic behavior of a self-centering railway bridge pier
X Xia, S Wu, X Wei, C Jiao, X Chen - Earthquakes and Structures, 2021 - koreascience.kr
This study mainly focuses on experimental and numerical investigation of the isolation
mechanism and seismic performance of a self-centering railway bridge pier. To begin, a …
mechanism and seismic performance of a self-centering railway bridge pier. To begin, a …
Amplification in maximum isolator displacement of an LRB isolated building due to mass eccentricity
The present study focuses on the amplification of maximum isolator displacements due to
torsion in a structure seismically isolated by lead rubber bearings (LRBs). Mass …
torsion in a structure seismically isolated by lead rubber bearings (LRBs). Mass …
Combined Effect of Low Temperature and Exposure Time on Seismic Performance of an LRB-Isolated Bridge
This study investigates the modification in the seismic response of a base-isolated bridge
that is exposed to low temperatures. The isolation system is assumed to be composed of …
that is exposed to low temperatures. The isolation system is assumed to be composed of …
Modification in response of a bridge seismically isolated with lead rubber bearings exposed to low temperature
This study investigates the response modification in a bridge seismically isolated with lead
rubber bearings (LRBs), due to change of ambient temperature from 20oC to-30oC …
rubber bearings (LRBs), due to change of ambient temperature from 20oC to-30oC …
Deep learning-based modularized loading protocol for parameter estimation of Bouc-Wen class models
This study proposes a modularized deep learning-based loading protocol for optimal
parameter estimation of Bouc-Wen (BW) class models. The protocol consists of two key …
parameter estimation of Bouc-Wen (BW) class models. The protocol consists of two key …
Effectiveness of near-fault pulse models in determining behavior of isolated buildings based on lead core heating
Z Kanbir, H Gazi, S ÖNCÜ DAVAS… - Journal of the Faculty of …, 2024 - avesis.istanbul.edu.tr
In this study, nonlinear time history analyses of a four-story seismically isolated building are
performed under the effect of historical near-fault earthquake records and their artificially …
performed under the effect of historical near-fault earthquake records and their artificially …