[HTML][HTML] Smart structures: part I—active and semi-active control

NR Fisco, H Adeli - Scientia Iranica, 2011 - Elsevier
This paper and a companion paper present a state-of-the-art review of significant research
performed in the area of smart structures. The focus of the review is journal articles …

[PDF][PDF] State-of-the-art of semiactive control systems using MR fluid dampers in civil engineering applications

HJ Jung, BF Spencer Jr, YQ Ni… - Structural Engineering …, 2004 - researchgate.net
Semiactive control systems have received considerable attention for protecting structures
against natural hazards such as strong earthquakes and high winds, because they not only …

Benchmark control problem for real-time hybrid simulation

CE Silva, D Gomez, A Maghareh, SJ Dyke… - … Systems and Signal …, 2020 - Elsevier
This paper presents the problem definition and guidelines for a benchmark control problem
in real-time hybrid simulation for a seismically excited building, to appear in a Special Issue …

Smart base‐isolated benchmark building. Part I: problem definition

S Narasimhan, S Nagarajaiah… - … Control and Health …, 2006 - Wiley Online Library
This paper presents the benchmark problem definition for seismically excited base‐isolated
buildings. The objective of this benchmark study is to provide a well‐defined base‐isolated …

Semi-active seismic control of an 11-DOF building model with TMD+ MR damper using type-1 and-2 fuzzy algorithms

A Bathaei, SM Zahrai… - Journal of vibration and …, 2018 - journals.sagepub.com
Nowadays, vibration control of structures is considered as a challenging field among
scientists and engineers. Structural damage and financial losses due to recent earthquakes …

Structural health monitoring for flexible bridge structures using correlation and sensitivity of modal data

BH Koh, SJ Dyke - Computers & structures, 2007 - Elsevier
This study investigates the use of correlation-based damage detection methods for long-
span, cable-stayed bridges. The proposed approach is based on the multiple damage …

Smart base‐isolated benchmark building. Part II: phase I sample controllers for linear isolation systems

S Nagarajaiah, S Narasimhan - Structural Control and Health …, 2006 - Wiley Online Library
Sample controllers for a three‐dimensional smart base‐isolated building benchmark
problem with linear and frictional isolation system are presented in this paper. A Kalman …

Control of seismically excited cable-stayed bridge employing magnetorheological fluid dampers

HJ Jung, BF Spencer Jr, IW Lee - Journal of Structural Engineering, 2003 - ascelibrary.org
This paper examines the ASCE first generation benchmark problem for a seismically excited
cable-stayed bridge, and proposes a new semiactive control strategy focusing on inclusion …

Distributed tuned mass dampers for multi-mode control of benchmark building under seismic excitations

S Elias, V Matsagar, TK Datta - Journal of Earthquake Engineering, 2019 - Taylor & Francis
The effectiveness of the multi-mode control of seismically excited building installed with
distributed multiple tuned mass dampers (d-MTMDs) is investigated by comparing dynamic …

Application of shape memory alloy dampers in the seismic control of cable-stayed bridges

AM Sharabash, BO Andrawes - Engineering Structures, 2009 - Elsevier
This paper focuses on introducing and investigating the performance of a new passive
seismic control device for cable-stayed bridges made with shape memory alloys (SMAs) …