Vibration of Shear Buildings by Flexibility Methodby M.L. Pei,
Serial Information: Journal of the Engineering Mechanics Division, 1961, Vol. 87, Issue 1, Pg. 13-22
Document Type: Journal Paper
Modified matrix iteration method using inverse of stiffness matrix is described for determination of dynamic response of tall buildings caused by earthquake or blast loadings; as first result method obtains fundamental frequency and normal mode; calculations are based on usual shear building assumption; exact inverse of stiffness matrix of any shear building is given by formula; example.
Subject Headings: Vibration | Construction methods | Matrix (mathematics) | Stiffening | Dynamic loads | Blasting effects | Earthquakes | Dynamic response
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