Recent advances in hybrid vibration-control systems

MH Stanikzai, S Elias, Y Chae - Practice Periodical on Structural …, 2022 - ascelibrary.org
A detailed literature review of the recent advances in hybrid vibration-control systems was
presented in this article. In the literature, a combination of two or more vibration-control …

The hysteresis Bouc-Wen model, a survey

M Ismail, F Ikhouane, J Rodellar - Archives of computational methods in …, 2009 - Springer
Structural systems often show nonlinear behavior under severe excitations generated by
natural hazards. In that condition, the restoring force becomes highly nonlinear showing …

Smart passive system based on magnetorheological damper

SW Cho, HJ Jung, IW Lee - Smart Materials and Structures, 2005 - iopscience.iop.org
Magnetorheological (MR) dampers are one of the most promising control devices for civil
engineering applications to earthquake hazard mitigation, because they have many …

Passive hybrid systems for earthquake protection of cable-stayed bridge

BB Soneji, RS Jangid - Engineering structures, 2007 - Elsevier
The performance of passive hybrid control systems for the earthquake protection of a cable-
stayed bridge under real earthquake ground motion is presented. A simplified lumped mass …

Shake table test on a long-span cable-stayed bridge with viscous dampers considering wave passage effects

W Guo, J Li, Z Guan - Journal of Bridge Engineering, 2021 - ascelibrary.org
This work focused on the damping effectiveness of additional longitudinal viscous dampers
employed for seismic control of long-span cable-stayed bridges considering wave passage …

Seismic behaviour of cable-stayed bridges: A review

A Camara - Medcrave Online Journal of Civil Engineering, 2018 - openaccess.city.ac.uk
Cable-stayed bridges represent backbones in the infrastructure networks and their adequate
seismic response must be ensured. These structures present complex interactions between …

Transverse seismic failure mechanism and ductility of reinforced concrete pylon for long span cable-stayed bridges: Model test and numerical analysis

X Wang, J Fang, L Zhou, A Ye - Engineering Structures, 2019 - Elsevier
Although often designed to behave elastically, seismic damage to reinforced concrete (RC)
pylons of cable-stayed bridges have been witnessed in history such as the 1999 Chi-chi …

Seismic behavior of the combined viscous-steel damping system for a long-span suspension bridge considering wave-passage effect

S Hu, R Hu, M Yang, T Wang - Journal of Bridge Engineering, 2023 - ascelibrary.org
This study investigates the working mechanism and seismic behavior of the Combined
Viscous-Steel Damping System (CVSDS) considering the longitudinal wave-passage effect …

Near-fault isolation of cable-stayed bridges using RNC isolator

M Ismail, JR Casas, J Rodellar - Engineering structures, 2013 - Elsevier
This paper investigates the near-fault (NF) seismic performance of a recent isolation system,
referred to as Roll-N-Cage (RNC) isolator, considering the cable-stayed Bill Emerson …

Novel isolation device for protection of cable-stayed bridges against near-fault earthquakes

M Ismail, JR Casas - Journal of Bridge Engineering, 2014 - ascelibrary.org
This paper investigates the near-fault (NF) seismic performance of a novel isolation system,
referred to as the roll-n-cage (RNC) isolator, considering the cable-stayed Bill Emerson …