ACTIVE VIBRATION CONTROL OF STRUCTURES AGAINST EARTHQUAKES USING MODERN CONTROL THEORY

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.

KUMAR A.; POONAM -; SAINIB B.; SEHGALC V.K.

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

Journal Paper

Paper Information

Journal: ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) Year:2007 | Volume:8 | Issue:3 Page(s): 283-299

Download Full-Text

View:

530

Download:

224

Cites:

Information Journal Paper

Title

ACTIVE VIBRATION CONTROL OF STRUCTURES AGAINST EARTHQUAKES USING MODERN CONTROL THEORY

Author(s)

KUMAR A. | POONAM - | SAINIB B. | SEHGALC V.K. | Issue Writer Certificate

Keywords

ACTIVE CONTROL

ACTIVE TUNED MASS DAMPER

STRUCTURAL DYNAMICS

QUADRATIC OPTIMAL CONTROL THEORY

Abstract

Structural control against earthquakes is becoming increasingly important. The linearquadratic optimal control algorithm is proposed here to design ACTIVE CONTROL system for buildings against earthquake excitations. Full-state feedback system has been adopted. Active Tuned Mass Damper is used as the control mechanism. The efficiency of the designed system has been verified against El-Centro earthquake. ACTIVE CONTROL gives 35% more reduction in vibration of the structure than passive control. Mass of the damper has appreciable effects on response parameters than its stiffness. A flexible damper proves to be more effective, but at the cost of actuating forces required. Performance of system is found to be optimum, when mass-damper is tuned to fundamental frequency of the structure. Stability of the structure is also enhanced by ACTIVE CONTROL system. A SDOF building is presented to illustrate the study.

Cites

No record.

References

Cite

APA: Copy

KUMAR, A., POONAM, -, SAINIB, B., & SEHGALC, V.K.. (2007). ACTIVE VIBRATION CONTROL OF STRUCTURES AGAINST EARTHQUAKES USING MODERN CONTROL THEORY. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 8(3), 283-299. SID. https://sid.ir/paper/298734/en

Vancouver: Copy

KUMAR A., POONAM -, SAINIB B., SEHGALC V.K.. ACTIVE VIBRATION CONTROL OF STRUCTURES AGAINST EARTHQUAKES USING MODERN CONTROL THEORY. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2007;8(3):283-299. Available from: https://sid.ir/paper/298734/en

IEEE: Copy

A. KUMAR, - POONAM, B. SAINIB, and V.K. SEHGALC, “ACTIVE VIBRATION CONTROL OF STRUCTURES AGAINST EARTHQUAKES USING MODERN CONTROL THEORY,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 8, no. 3, pp. 283–299, 2007, [Online]. Available: https://sid.ir/paper/298734/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops