Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control

L Wang, Y Zhou, S Nagarajaiah, W Shi - Engineering Structures, 2023 - Elsevier
Tuned mass damper (TMD) is a popular vibration absorber. To improve the seismic
protection performance of a bi-directional passive TMD, a bi-directional semi-active TMD …

A review on vibration control strategies using magnetorheological materials actuators: Application perspective

A Masa'id, BW Lenggana, U Ubaidillah, DD Susilo… - Actuators, 2023 - mdpi.com
Magnetorheological (MR) materials are a group of smart materials used in new technologies
with controlled reliability. The development of these materials is expanding, starting from MR …

Adaptive negative stiffness: new structural modification approach for seismic protection

DTR Pasala, AA Sarlis, S Nagarajaiah… - Journal of structural …, 2013 - ascelibrary.org
Yielding can be emulated in a structural system by adding an adaptive negative stiffness
device (NSD) and shifting the yielding away from the main structural system, leading to the …

Multi-objective optimal design of inerter-based vibration absorbers for earthquake protection of multi-storey building structures

AA Taflanidis, A Giaralis, D Patsialis - Journal of the Franklin Institute, 2019 - Elsevier
In recent years different inerter-based vibration absorbers (IVAs) emerged for the
earthquake protection of building structures coupling viscous and tuned-mass dampers with …

Influence of seismic incident angle on response uncertainty and structural performance of tall asymmetric structure

Z Alam, C Zhang, B Samali - The structural design of tall and …, 2020 - Wiley Online Library
The estimation of critical seismic response of a structure is complicated in nature due to the
uncertain distribution of the internal forces under multidirectional seismic excitations. One of …

Performance of a new magnetorheological elastomer isolation system

M Behrooz, X Wang… - Smart Materials and …, 2014 - iopscience.iop.org
This paper presents the performance of a new magnetorheological elastomer-based semi-
active/passive variable stiffness and damping isolator (VSDI) in a scaled building system …

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 …

Advances in the development of pseudo‐negative‐stiffness dampers for seismic response control

H Iemura, MH Pradono - … Monitoring: The Official Journal of the …, 2009 - Wiley Online Library
Pseudo‐negative‐stiffness dampers or PNS dampers are controlled variable dampers that
produce negative‐stiffness hysteretic loops. Negative‐stiffness hysteretic loops are …

Fractional order PID control design for semi-active control of smart base-isolated structures: a multi-objective cuckoo search approach

AA Zamani, S Tavakoli, S Etedali - ISA transactions, 2017 - Elsevier
Fractional order PID (FOPID) controllers are introduced as a general form of classical PID
controllers using fractional calculus. As this controller provides good disturbance rejection …

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 …