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 …

Implementation considerations for active vibration control in the design of floor structures

MJ Hudson, P Reynolds - Engineering Structures, 2012 - Elsevier
An increase in the number of complaints arising from annoying human-induced vibrations in
new floor structures has been observed over recent years. The main reasons for this are …

Controlling buildings: a new frontier in feedback

BF Spencer, MK Sain - IEEE Control Systems Magazine, 1997 - ieeexplore.ieee.org
The protection of civil structures, including their material contents and human occupants, is
without doubt a worldwide priority of the most serious importance. Such protection may …

[LLIBRE][B] Smart structures: innovative systems for seismic response control

FY Cheng, H Jiang, K Lou - 2008 - taylorfrancis.com
An innovative concept, smart structural systems have proven to be extremely effective in
absorbing damaging energy and/or counteracting potentially devastating force, thus limiting …

Optimum design of absorber for MDOF structures

MNS Hadi, Y Arfiadi - Journal of Structural Engineering, 1998 - ascelibrary.org
This paper discusses the optimum design of tuned mass damper (TMD) for seismically
excited building structures. In the design process the multi degree of freedom structures are …

Decentralized ℋ︁ controller design for large‐scale civil structures

Y Wang, JP Lynch, KH Law - Earthquake Engineering & …, 2009 - Wiley Online Library
Complexities inherent to large‐scale modern civil structures pose many challenges in the
design of feedback structural control systems for dynamic response mitigation. With the …

Optimal design of passive energy dissipation systems based on H and H2 performances

JN Yang, S Lin, JH Kim… - Earthquake engineering & …, 2002 - Wiley Online Library
Passive energy dissipation devices (EDDs), such as viscous dampers, viscoelastic dampers,
etc., have been used to effectively reduce the dynamic response of civil infrastructures, such …

Experimental evaluation of adaptive elastomeric base-isolated structures using variable-orifice fluid dampers

N Wongprasert, MD Symans - Journal of Structural Engineering, 2005 - ascelibrary.org
An experimental study of a base-isolated, 1: 4 scale, three-story steel frame is presented.
The isolation system incorporates laminated rubber (elastomeric) bearings combined with …

Reduced-order H∞ and LQR control for wind-excited tall buildings

JC Wu, JN Yang, WE Schmitendorf - Engineering Structures, 1998 - Elsevier
Because of the large number of degrees-of-freedom involved in modeling wind-excited tall
buildings, three reduced-order control methods are presented and their performances are …

H∞ control for buildings with time delay in control via linear matrix inequalities and genetic algorithms

H Du, N Zhang - Engineering Structures, 2008 - Elsevier
This paper presents an H∞ controller design approach for vibration attenuation of seismic-
excited building structures with time delay in control input. The time delay is assumed to be …