Immersed boundary methods for simulating fluid–structure interaction

F Sotiropoulos, X Yang - Progress in Aerospace Sciences, 2014 - Elsevier
Fluid–structure interaction (FSI) problems commonly encountered in engineering and
biological applications involve geometrically complex flexible or rigid bodies undergoing …

[HTML][HTML] Smart structures: part II—hybrid control systems and control strategies

NR Fisco, H Adeli - Scientia Iranica, 2011 - Elsevier
In a companion paper, the writers reviewed significant work done on active and semi-active
vibration control of structures performed in the past decade or so. In this paper, journal …

Wind-induced vibration mitigation in tall buildings using the tuned mass-damper-inerter

A Giaralis, F Petrini - Journal of Structural Engineering, 2017 - ascelibrary.org
In this paper, the classical linear tuned mass damper (TMD) is coupled with an inerter, a two-
terminal device resisting the relative acceleration of its terminals, in various tuned mass …

Tuned mass-damper-inerter control of wind-induced vibration of flexible structures based on inerter location

J Dai, ZD Xu, PP Gai - Engineering Structures, 2019 - Elsevier
This paper investigates the effect of inerter location on the control performance of the tuned
mass-damper-inerter (TMDI) in the wind-induced vibration mitigation of flexible structures …

Study on adaptive‐passive eddy current pendulum tuned mass damper for wind‐induced vibration control

L Wang, S Nagarajaiah, W Shi… - The Structural Design of …, 2020 - Wiley Online Library
Tuned mass dampers (TMDs) are used to control wind‐excited responses of high‐rise
building as traditional vibration control devices. A TMD will have an excellent control effect …

Optimal structural control of tall buildings using tuned mass dampers via chaotic optimization algorithm

A Kaveh, SM Javadi, RM Moghanni - Structures, 2020 - Elsevier
Abstract Tuned Mass Dampers (TMDs) are widely used to mitigate undesirable structural
vibrations that result from intensive uncertain environmental phenomena. This paper deals …

[HTML][HTML] 高层建筑抗风优化设计和风振控制相关问题研究

傅继阳, 吴玖荣, 徐安 - 工程力学, 2022 - pubs.cstam.org.cn
高层建筑由于自振周期长, 阻尼小, 其高柔的特征使其对风荷载特别敏感, 风荷载是沿海地区超
高层建筑的主要水平控制荷载, 因此在强/台风作用下, 其抗风设计须在满足规范安全要求的前提 …

A Gaussian process latent force model for joint input-state estimation in linear structural systems

R Nayek, S Chakraborty, S Narasimhan - Mechanical Systems and Signal …, 2019 - Elsevier
The problem of combined state and input estimation of linear structural systems based on
measured responses and a priori knowledge of structural model is considered. A novel …

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 …

Phase I benchmark control problem for seismic response of cable-stayed bridges

SJ Dyke, JM Caicedo, G Turan… - Journal of Structural …, 2003 - ascelibrary.org
This paper presents the problem definition for the first generation of benchmark structural
control problems for cable-stayed bridges. The benchmark problem is based on the Bill …