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Earthquake response of idealized twenty story buildings having various elasto-plastic properties
Systematic analyses on earthquake response of 20-story reinforced concrete and steel buildings by digital electronic computations are presented; idealized shear beam type models having various distributions of rigidity and restoring force characteristics in elastic and elastoplastic ranges are assumed, and their response to El Centro and Taft earthquakes with differing assumed ranges of intensities were computed; analytical results obtained would serve for earthquake resistant design of this type of structure.
Earthquake response of idealized twenty story buildings having various elasto-plastic properties
Systematic analyses on earthquake response of 20-story reinforced concrete and steel buildings by digital electronic computations are presented; idealized shear beam type models having various distributions of rigidity and restoring force characteristics in elastic and elastoplastic ranges are assumed, and their response to El Centro and Taft earthquakes with differing assumed ranges of intensities were computed; analytical results obtained would serve for earthquake resistant design of this type of structure.
Earthquake response of idealized twenty story buildings having various elasto-plastic properties
New Zealand. World Conference -- Proc
Hisada, T. (author) / Nakagawa, K. (author) / Izumi, M. (author)
Proceedings of the 3rd New Zealand. World Conference on Earthquake Engineering ; 1965
1965
Conference paper
English
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