OPTIMUM STIFFNESS OF TUNED MASS DAMPER WITH COMBINING TRANSIENT AND STEADY STATE RESPONSES FOR UNDAMPED STRUCTURE

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ASHRAFI P.; ALAMATIAN J.

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Paper Information

Journal: Ferdowsi Civil Engineering Year:2015 | Volume:26 | Issue:2 Page(s): 85-98

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Information Journal Paper

Title

OPTIMUM STIFFNESS OF TUNED MASS DAMPER WITH COMBINING TRANSIENT AND STEADY STATE RESPONSES FOR UNDAMPED STRUCTURE

Author(s)

ASHRAFI P. | ALAMATIAN J. | Issue Writer Certificate

Keywords

TUNED MASS DAMPERQ2

TRANSIENT AND STEADY STATE RESPONSESQ2

UNDAMPED VIBRATIONQ2

Abstract

This paper deals with new method for designing the TUNED MASS DAMPERs (TMD) with considering both TRANSIENT AND STEADY STATE RESPONSES, simultaneously. This formulation is presented for UNDAMPED VIBRATIONs. For this purpose, the absolute value of the structural displacement ratio is minimized numerically. This procedure leads to optimum value of TMD's specifications. For numerical verification, the vibrations of some structures a controlled by proposed method. Results show the efficiency of the proposed technique in comparison with other existing approaches.

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APA: Copy

ASHRAFI, P., & ALAMATIAN, J.. (2015). OPTIMUM STIFFNESS OF TUNED MASS DAMPER WITH COMBINING TRANSIENT AND STEADY STATE RESPONSES FOR UNDAMPED STRUCTURE. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 26(2), 85-98. SID. https://sid.ir/paper/196023/en

Vancouver: Copy

ASHRAFI P., ALAMATIAN J.. OPTIMUM STIFFNESS OF TUNED MASS DAMPER WITH COMBINING TRANSIENT AND STEADY STATE RESPONSES FOR UNDAMPED STRUCTURE. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2015;26(2):85-98. Available from: https://sid.ir/paper/196023/en

IEEE: Copy

P. ASHRAFI, and J. ALAMATIAN, “OPTIMUM STIFFNESS OF TUNED MASS DAMPER WITH COMBINING TRANSIENT AND STEADY STATE RESPONSES FOR UNDAMPED STRUCTURE,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 26, no. 2, pp. 85–98, 2015, [Online]. Available: https://sid.ir/paper/196023/en

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