DUAL-LAYER MULTIPLE TUNED MASS DAMPERS FOR VIBRATION CONTROL OF STRUCTURES

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

BANDIVADEKA TANUJA P.; JANGID RADHEY S.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING Year:2010 | Volume:2 | Issue:2 Page(s): 91-113

Download Full-Text

View:

341

Download:

151

Cites:

Information Journal Paper

Title

DUAL-LAYER MULTIPLE TUNED MASS DAMPERS FOR VIBRATION CONTROL OF STRUCTURES

Author(s)

BANDIVADEKA TANUJA P. | JANGID RADHEY S. | Issue Writer Certificate

Keywords

TUNED MASS DAMPER

HARMONIC

DUAL-LAYER MULTIPLE TUNED MASS DAMPER

DYNAMIC MAGNIFICATION FACTOR

COMPARATIVE PERFORMANCE

Abstract

The performance of dual-layer multiple TUNED MASS DAMPERs (DL-MTMD) with uniformly distributed natural frequencies is investigated. The DL-MTMD consists of one large TUNED MASS DAMPER (L-TMD) and an arbitrary number of small TUNED MASS DAMPERs (S-TMD). The primary structure is represented as a single degree-of-freedom system which corresponds to a specific vibration mode to be controlled in a real structure. The response of the structure with DL-MTMD is studied under HARMONIC excitation acting at the primary main system. The performance criterion used for assessing the optimum parameters and effectiveness of the DL-MTMD is selected as the minimization of the maximum DYNAMIC MAGNIFICATION FACTOR (DMF) of the displacement response of main structure. Two dynamic models of the DLMTMD are proposed in the present study. The Model-I consists of S-TMD having the same mass and damping ratio and uniform distribution of natural frequencies. The Model-II consists of S-TMD with same stiffness and equal damping ratio and uniform distribution of natural frequencies. The COMPARATIVE PERFORMANCE of the two models indicated that the performance of Model-II in comparison with Model-I is superior with respect to reduction in the displacement DMF.

Cites

No record.

References

Cite

APA: Copy

BANDIVADEKA, TANUJA P., & JANGID, RADHEY S.. (2010). DUAL-LAYER MULTIPLE TUNED MASS DAMPERS FOR VIBRATION CONTROL OF STRUCTURES. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 2(2), 91-113. SID. https://sid.ir/paper/319701/en

Vancouver: Copy

BANDIVADEKA TANUJA P., JANGID RADHEY S.. DUAL-LAYER MULTIPLE TUNED MASS DAMPERS FOR VIBRATION CONTROL OF STRUCTURES. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2010;2(2):91-113. Available from: https://sid.ir/paper/319701/en

IEEE: Copy

TANUJA P. BANDIVADEKA, and RADHEY S. JANGID, “DUAL-LAYER MULTIPLE TUNED MASS DAMPERS FOR VIBRATION CONTROL OF STRUCTURES,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 2, no. 2, pp. 91–113, 2010, [Online]. Available: https://sid.ir/paper/319701/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops