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Y. Xu, B. Samali, K. Kwok (1992)
Control of Along-Wind Response of Structures by Mass and Liquid DampersJournal of Engineering Mechanics-asce, 118
G. Dargush, T. Soong (1997)
Passive Energy Dissipation Systems in Structural Engineering
G. Warburton (1982)
Optimum absorber parameters for various combinations of response and excitation parametersEarthquake Engineering & Structural Dynamics, 10
J. Kelly, R. Skinner, A. Heine (1972)
Mechanisms of energy absorption in special devices for use in earthquake resistant structuresBulletin of the New Zealand National Society for Earthquake Engineering, 5
(1993)
Code Requirements for the Design and Implementation of Passive Energy Dissipation Systems
(1993)
Seismic Retrofit of Nonductile Reinforced Concrete Frames Using Viscoelastic Dampers
M. Constantinou, Symans (1992)
Experimental & Analytical Investigation of Seismic Response of Structures With Supplemental Fluid Viscous Dampers
Y. Fujino, M. Abé (1993)
Design formulas for tuned mass dampers based on a perturbation techniqueEarthquake Engineering & Structural Dynamics, 22
A. Whittaker, V. Bertero, Christopher Thompson, L. Alonso (1991)
Seismic Testing of Steel Plate Energy Dissipation DevicesEarthquake Spectra, 7
(1952)
The Problem of Dynamic Vibration Absorber
(1994)
Inelastic Seismic Behavior of a Three Storey Steel Frame with Added Viscoelastic Dampers
R. Luft (1979)
OPTIMUM TUNED MASS DAMPERS FOR BUILDINGSJournal of the Structural Division, 105
K. Falcón, B. Stone, W. Simcock, C. Andrew (1967)
Optimization of Vibration Absorbers: A Graphical Method for use on Idealized Systems with Restricted DampingArchive: Journal of Mechanical Engineering Science 1959-1982 (vols 1-23), 9
Limin Sun, Y. Fujino, Piyawat Chaiseri, Benito Pacheco (1995)
The properties of tuned liquid dampers using a TMD analogyEarthquake Engineering & Structural Dynamics, 24
G. Warburton, E. Ayorinde (1980)
Optimum absorber parameters for simple systemsEarthquake Engineering & Structural Dynamics, 8
T. Fitzgerald, T. Anagnos, Mary Goodson, T. Zsutty (1989)
Slotted Bolted Connections in Aseismic Design for Concentrically Braced ConnectionsEarthquake Spectra, 5
R. Lobo, J. Bracci, K. Shen, A. Reinhorn, T. Soong (1993)
Inelastic Response of R/C Structures with Viscoelastic BracesEarthquake Spectra, 9
(1993)
Slotted Bolted ConnectionEnergyDissipators", Earthquake
Piyawat Chaiseri, Y. Fujino, Benito Pacheco, Limin Sun (1989)
Interaction of tuned liquid damper (TLD) and structure. Theory, experimental verification and applicationDoboku Gakkai Ronbunshu, 1989
A. Pall, C. Marsh (1982)
Seismic Response of Friction Damped Braced FramesJournal of the Structural Division, 108
(1960)
A Statistical Method of Determining the Maxi
Y. Fujino, Benito Pacheco, Piyawat Chaiseri, Limin Sun (1988)
Parametric studies on tuned liquid damper (TLD) using circular containers by free-oscillation experiments.Doboku Gakkai Ronbunshu, 1988
(1978)
Tapered Steel Energy Dissipators for Earth
Chuan Xia (1990)
A study of ADAS element parameters and their influence on earthquake response of building structures.
C. Grigorian, Tzong-Shuoh Yang, E. Popov (1993)
Slotted Bolted Connection Energy DissipatorsEarthquake Spectra, 9
(1993)
Design Criteria for Yielding and Friction
K. Tsai, Huan-Wei Chen, C. Hong, Yung‐Feng Su (1993)
Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant ConstructionEarthquake Spectra, 9
Limin Sun, Y. Fujino, Benito Pacheco, Piyawat Chaiseri (1992)
Modelling of tuned liquid damper (TLD)Journal of Wind Engineering and Industrial Aerodynamics, 43
(1988)
Seismic Response of Structures by Accelerated Liquid Mass Damper", Proceedings of9th WCEE, Tokyo-Kyoto, Japan, V.785-790
R. Skinner, J. Kelly, A. Heine (1974)
Hysteretic dampers for earthquake‐resistant structuresEarthquake Engineering & Structural Dynamics, 3
(1993)
Structural Vibration Control Using Tuned Liquid Dampers", Earthquake Engineering and Engineering Vibration
D. Nims, Phillip Richter, R. Bachman (1993)
The Use of the Energy Dissipating Restraint for Seismic Hazard MitigationEarthquake Spectra, 9
(1981)
Experimental Behavior of a Special Piping System with Steel Energy Absorbers Subjected to Simulated Differential Seismic Input
(1982)
Response of Friction Damped
(1993)
Dynamic Response ofTwo Viscoelastic Dampers", Project No. ES-2046
(1991)
Correlation of Experimental Results and Predictions of ViscoelasticDamping of a Model Structure "
A. Pall, C. Marsh, P. Fazio (1980)
Friction Joints for Seismic Control of Large Panel StructuresPci Journal
K. Shen, T. Soong, Kuo-Chun Chang, M. Lai (1995)
Seismic behaviour of reinforced concrete frame with added viscoelastic dampersEngineering Structures, 17
(1994)
Seismic Control of Structures with Damped
Application of the Energy Dissipating Restraint to Buildings
K. Shen, T. Soong (1995)
MODELING OF VISCOELASTIC DAMPERS FOR STRUCTURAL ApPLICATIONSJournal of Engineering Mechanics-asce, 121
(1980)
Friction Joints for Seis
(1959)
He received his PhD in Engineering Science from Harbin University of Civil Engineering and Architecture, China in 1987
(1990)
Understanding ofTLD Properties Based on TMD Analogy
T. Soong, M. Costantinou (1994)
Passive and Active Structural Vibration Control in Civil Engineering
(1998)
Seismic Behavior and Design Guidelines for Steel Frame StrucAdvances in Structural Engineering
T. Soong, G. Dargush (1998)
Passive Energy Dissipation and Active Control
J. Roberts, P. Spanos (1990)
Random vibration and statistical linearization
Hsiang-Chuan Tsai, Guan-Cheng Lin (1993)
Optimum tuned-mass dampers for minimizing steady-state response of support-excited and damped systemsEarthquake Engineering & Structural Dynamics, 22
R. Tyler (1985)
Further notes on a steel energy-absorbing element for braced frameworksBulletin of the New Zealand National Society for Earthquake Engineering, 18
Chuan Xia, R. Hanson (1992)
Influence of ADAS Element Parameters on Building Seismic ResponseJournal of Structural Engineering-asce, 118
(1985)
Further Notes on Steel Energy-Absorbing El
(1987)
Evaluation of Cyclic Testing of Steel-Plate Devices for Added Damping and Stiffness
(1989)
Tuned Liquid Column Damper
K. Kanai (1957)
Semi-empirical Formula for the Seismic Characteristics of the Ground
Rihui Zhang, T. Soong, P. Mahmoodi (1989)
Seismic response of steel frame structures with added viscoelastic dampersEarthquake Engineering & Structural Dynamics, 18
(1992)
Steel Triangular Plate Energy
(1992)
Tentative General Requirements for the Design and Construction of Structures Incorporating Discrete Passive Energy Dissipation Devices
Rihui Zhang, T. Soong (1992)
Seismic Design of Viscoelastic Dampers for Structural ApplicationsJournal of Structural Engineering-asce, 118
(1978)
Tapered Steel Energy Dissipators for Earthquake Engineering Resistant Structures
(1985)
Analysis of Braced Frame Energy Absorbers
In this paper, an analysis is presented for the performance comparison of representative passive energy dissipation systems which have been developed and implemented in structures in recent years. They include viscous fluid dampers, viscoelastic solid dampers, metallic dampers, friction dampers, tuned mass dampers and tuned liquid dampers. A single-degree-of-freedom linear structural system is used as a standard reference system where ground excitations are simulated either as a white noise or a filtered white noise. The performance criteria are first established, followed by the formulation of computational models for each of the energy dissipators considered. For those exhibiting inherent nonlinear behavior, statistically equivalent linearized models are used for analyzing their modified dynamical properties, such as additional mass, stiffness and damping coefficients due to addition of the energy dissipators to the reference system. Finally, representative numerical models of the above six types of energy dissipators are used to make quantitative comparisons of their performances when added to the reference system by calculating their equivalent additional dynamical properties and their effectiveness in alleviating key response quantities of the system.
Advances in Structural Engineering – SAGE
Published: Oct 1, 1998
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