Passive seismic unseating prevention strategies implemented in highway bridges: A state-of-the-art review

N Xiang, Y Goto, M Obata, MS Alam - Engineering Structures, 2019 - Elsevier
Recent major earthquakes worldwide demonstrated extensive bridge collapses caused by
span unseating, which highlights the necessity of implementing effective unseating …

Connection of coupled buildings: A state-of-the-art review

R Doroudi, SHH Lavassani - Structures, 2021 - Elsevier
This paper presents a state-of-the-art review of significant studies published on coupled
buildings. The approach of connecting two adjacent buildings has been effectively applied …

Seismic response analysis of adjacent buildings connected with MR dampers

SD Bharti, SM Dumne, MK Shrimali - Engineering Structures, 2010 - Elsevier
The mutual impacts between two adjacent tall buildings during past major earthquakes have
caused significant damage. Researchers have examined the effectiveness of various …

Optimal design of semi active control for adjacent buildings connected by MR damper based on integrated fuzzy logic and multi-objective genetic algorithm

ME Uz, MNS Hadi - Engineering structures, 2014 - Elsevier
An optimal design strategy based on genetic algorithms (GA) is proposed for nonlinear
hysteretic control devices that prevent pounding damage and achieve the best results in …

Dynamic behavior of adjacent buildings connected by linear viscous/viscoelastic dampers

E Tubaldi - Structural Control and Health Monitoring, 2015 - Wiley Online Library
This paper analyzes the properties of the dynamic behavior of two adjacent buildings of
different height connected by viscous/viscoelastic dampers located at the top of the shortest …

Optimum connecting dampers to reduce the seismic responses of parallel structures

HP Zhu, DD Ge, X Huang - Journal of Sound and Vibration, 2011 - Elsevier
Parameters of connecting dampers between two adjacent structures and twin-tower
structure with large podium are optimized through theoretical analysis. The connecting visco …

Seismic performance of steel structures with seesaw energy dissipation system using fluid viscous dampers

JD Kang, H Tagawa - Engineering Structures, 2013 - Elsevier
This paper presents a new vibration control system based on a seesaw mechanism with
fluid viscous dampers. The proposed vibration control system comprises three parts: brace …

An optimization study for viscous dampers between adjacent buildings

EC Kandemir-Mazanoglu, K Mazanoglu - Mechanical Systems and Signal …, 2017 - Elsevier
This paper investigates optimum viscous damper capacity and number for prevention of one-
sided structural pounding between two adjacent buildings under earthquake motion. The …

Seismic retrofit of a soft first-story building using viscoelastic dampers considering inherent uncertainties

MSE Nasab, YQ Guo, J Kim - Journal of Building Engineering, 2022 - Elsevier
The mechanical properties of viscoelastic dampers (VED) generally vary depending on the
loading conditions such as input frequency, amplitude, and temperature, which makes the …

Vibration suppression on a platform by using vibration isolation and mitigation devices

ZD Xu, FH Xu, X Chen - Nonlinear dynamics, 2016 - Springer
A new kind of vibration isolation and mitigation device with high damping is designed and
fabricated for reducing dynamic responses of a platform under the excitation with wide …