Analysis of dynamic response of multi-mass structural system subjected to actual and simulated wind forces

AuthorFan, Horng-ming
Call NumberAIT Thesis no. 216
Subject(s)Wind-pressure
Structural dynamics
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
PublisherAsian Institute of Technology
AbstractDynamic response of two free-standing steel towers subjected to real and pseudo wind records are studied. Pseudo wind records are generated with time-varying mean velocities. Dynamic effects of higher modes and viscous damping are included in the analysis. The maximum deflections obtained from real wind records, pseudo wind records, and the actual dynamic response are compared. It was found that taking two modes in dynamic analysis will give reasonable accuracy in the displacement prediction. Available methods for determining the natural frequencies and modes of the multi degree system are reviewed, and a method of reducing the number of lumped masses is developed. This method modifies both the mass values and interval of lumping of a system, and yields good accuracy to the fundamental mode.
Year1968
TypeThesis
SchoolStudent Research Before 1980
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Chiu, Arthur N.L.
Examination Committee(s)McGuire, William ;Smith, Robert B.L.
DegreeThesis (M. Eng.) - Asian Institute of Technology, 1968


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