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Tuned Mass Damper (tuned + mass_damper)

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Engineering100%

Selected Abstracts

Java-powered virtual laboratories for earthquake engineering education

COMPUTER APPLICATIONS IN ENGINEERING EDUCATION, Issue 3 2005
Y. Gao
Abstract This paper presents a series of Java-Powered Virtual Laboratories (VLs), which have been developed to provide a means for on-line interactive experiments for undergraduate and graduate education. These VLs intend to provide a conceptual understanding of a wide range of topics related to earthquake engineering, including structural control using the tuned mass damper (TMD) and the hybrid mass damper (HMD), linear and nonlinear base isolation system, and nonlinear structural dynamic analysis of multi-story buildings. A total of five VLs are currently available on-line at: http://cee.uiuc.edu/sstl/java and have been incorporated as a reference implementation of educational modules in the NEESgrid software (http://www.neesgrid.org/). © 2005 Wiley Periodicals, Inc. Comput Appl Eng Educ 13: 200,212, 2005; Published online in Wiley InterScience (www.interscience.wiley.com); DOI 10.1002/cae.20050 [source]

Protection of seismic structures using semi-active friction TMD

EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, Issue 6 2010
Chi-Chang Lin
Abstract Although the design and applications of linear tuned mass damper (TMD) systems are well developed, nonlinear TMD systems are still in the developing stage. Energy dissipation via friction mechanisms is an effective means for mitigating the vibration of seismic structures. A friction-type TMD, i.e. a nonlinear TMD, has the advantages of energy dissipation via a friction mechanism without requiring additional damping devices. However, a passive-friction TMD (PF-TMD) has such disadvantages as a fixed and pre-determined slip load and may lose its tuning and energy dissipation abilities when it is in the stick state. A novel semi-active-friction TMD (SAF-TMD) is used to overcome these disadvantages. The proposed SAF-TMD has the following features. (1) The frictional force of the SAF-TMD can be regulated in accordance with system responses. (2) The frictional force can be amplified via a braking mechanism. (3) A large TMD stroke can be utilized to enhance control performance. A non-sticking friction control law, which can keep the SAF-TMD activated throughout an earthquake with an arbitrary intensity, was applied. The performance of the PF-TMD and SAF-TMD systems in protecting seismic structures was investigated numerically. The results demonstrate that the SAF-TMD performs better than the PF-TMD and can prevent a residual stroke that may occur in a PF-TMD system. Copyright © 2009 John Wiley & Sons, Ltd. [source]

Particle swarm optimization of TMD by non-stationary base excitation during earthquake

EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, Issue 9 2008
A. Y. T. Leung
Abstract There are many traditional methods to find the optimum parameters of a tuned mass damper (TMD) subject to stationary base excitations. It is very difficult to obtain the optimum parameters of a TMD subject to non-stationary base excitations using these traditional optimization techniques. In this paper, by applying particle swarm optimization (PSO) algorithm as a novel evolutionary algorithm, the optimum parameters including the optimum mass ratio, damper damping and tuning frequency of the TMD system attached to a viscously damped single-degree-of-freedom main system subject to non-stationary excitation can be obtained when taking either the displacement or the acceleration mean square response, as well as their combination, as the cost function. For simplicity of presentation, the non-stationary excitation is modeled by an evolutionary stationary process in the paper. By means of three numerical examples for different types of non-stationary ground acceleration models, the results indicate that PSO can be used to find the optimum mass ratio, damper damping and tuning frequency of the non-stationary TMD system, and it is quite easy to be programmed for practical engineering applications. Copyright © 2008 John Wiley & Sons, Ltd. [source]

Tuned mass dampers for response control of torsional buildings

EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, Issue 4 2002
Mahendra P. Singh
Abstract This paper presents an approach for optimum design of tuned mass dampers for response control of torsional building systems subjected to bi-directional seismic inputs. Four dampers with fourteen distinct design parameters, installed in pairs along two orthogonal directions, are optimally designed. A genetic algorithm is used to search for the optimum parameter values for the four dampers. This approach is quite versatile as it can be used with different design criteria and definitions of seismic inputs. It usually provides a globally optimum solution. Several optimal design criteria, expressed in terms of performance functions that depend on the structural response, are used. Several sets of numerical results for a torsional system excited by random and response spectrum models of seismic inputs are presented to show the effectiveness of the optimum designs in reducing the system response. Copyright © 2002 John Wiley & Sons, Ltd. [source]