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عنوان
Active control of pendulum tuned mass dampers for tall buildings subject to wind load

پدید آورنده
Mohamed A. Eltaeb

موضوع
Mechanical engineering,Applied sciences;Multi tuning frequency;Passive on demand active;Pendulum tmd;Structural damping;Tuned mass damper

رده

کتابخانه
Center and Library of Islamic Studies in European Languages

محل استقرار
استان: Qom ـ شهر: Qom

Center and Library of Islamic Studies in European Languages

تماس با کتابخانه : 32910706-025

NATIONAL BIBLIOGRAPHY NUMBER

Number
TL49773

LANGUAGE OF THE ITEM

.Language of Text, Soundtrack etc
انگلیسی

TITLE AND STATEMENT OF RESPONSIBILITY

Title Proper
Active control of pendulum tuned mass dampers for tall buildings subject to wind load
General Material Designation
[Thesis]
First Statement of Responsibility
Mohamed A. Eltaeb
Subsequent Statement of Responsibility
Kashani, Reza

.PUBLICATION, DISTRIBUTION, ETC

Name of Publisher, Distributor, etc.
University of Dayton
Date of Publication, Distribution, etc.
2017

PHYSICAL DESCRIPTION

Specific Material Designation and Extent of Item
132

GENERAL NOTES

Text of Note
Committee members: Islam, Mohammad; Myszka, Dave, Associate Professor; Toubia, Elias, Associate Professor

NOTES PERTAINING TO PUBLICATION, DISTRIBUTION, ETC.

Text of Note
Place of publication: United States, Ann Arbor; ISBN=978-0-355-56524-9

DISSERTATION (THESIS) NOTE

Dissertation or thesis details and type of degree
Dr.Ph.
Discipline of degree
Mechanical Engineering
Body granting the degree
University of Dayton
Text preceding or following the note
2017

SUMMARY OR ABSTRACT

Text of Note
Wind induced vibration in tall structures is an important problem that needs effective and practical solutions. TMDs in either passive, active or semi-active form are the most common devices used to reduce wind-induced vibration. The objective of this research is to investigate and develop an effective model of a single multi degree of freedom (MDOF) active pendulum tuned mass damper (APTMD) controlled by hydraulic system in order to mitigate the dynamic response of the proposed tall building perturbed by wind loads in different directions. The proposed APTMD can be tuned to the first three dominant frequencies of the targeted structure in three directions (X, Y, γ) simultaneously and add damping to the corresponding modes. Another design requirement of the APTMD is the capability of adjusting its properties (stiffness and damping) to compensate for the detuning occurred due to the varying operating conditions such as an environment, or imposed loading. These supplemental damping devices offer attractive means to protect tall buildings against natural hazards and make a genuine contribution to the building sway, which has such a great economic and social effects.

TOPICAL NAME USED AS SUBJECT

Mechanical engineering

UNCONTROLLED SUBJECT TERMS

Subject Term
Applied sciences;Multi tuning frequency;Passive on demand active;Pendulum tmd;Structural damping;Tuned mass damper

PERSONAL NAME - PRIMARY RESPONSIBILITY

Jaffe-Pachuilo, Olivia Barbara Ann

PERSONAL NAME - SECONDARY RESPONSIBILITY

Kashani, Reza

CORPORATE BODY NAME - SECONDARY RESPONSIBILITY

Subdivision
Mechanical Engineering
University of Dayton

LOCATION AND CALL NUMBER

Call Number
2013215107; 10754168

ELECTRONIC LOCATION AND ACCESS

Electronic name
 مطالعه متن کتاب 

p

[Thesis]
276903

a
Y

Proposal/Bug Report

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