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Inelastic earthquake response of tall buildings
Digital computer procedure for evaluating inelastic forces and deformations developed in each column and girder of any arbitrary building frame subjected to earthquake motions is described; special bi-linear moment-rotation property may be prescribed independently for each member; distribution of maximum deformations and forces produced in two different 20 story building frames by El Centro 1940 earthquake, computed by this program, are discussed and compared with results obtained in purely elastic analysis; three different earthquake intensities are considered.
Inelastic earthquake response of tall buildings
Digital computer procedure for evaluating inelastic forces and deformations developed in each column and girder of any arbitrary building frame subjected to earthquake motions is described; special bi-linear moment-rotation property may be prescribed independently for each member; distribution of maximum deformations and forces produced in two different 20 story building frames by El Centro 1940 earthquake, computed by this program, are discussed and compared with results obtained in purely elastic analysis; three different earthquake intensities are considered.
Inelastic earthquake response of tall buildings
New Zealand. World Conference Earthquake Eng
Clough, R.W. (author) / Benuska, K.L. (author) / Wilson, E.L. (author)
Proceedings of the 3rd World Conference on Earthquake Engineering ; 1965
1965
Conference paper
English
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