A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stationary, gaussian random process, is used to analyze response statistics of nonlinear yield type structures subjected to earthquake excitations; structures investigated are single-mode oscillators which have history-dependent and -independent internal energy dissipation mechanisms as represented by stiffness degrading and ordinary elasto-plastic models; emphasis is placed on probability distribution of single highest displacement response of structures and accumulation of damages caused by consecutive earthquake loadings. (26700)
Stationary, gaussian random process, is used to analyze response statistics of nonlinear yield type structures subjected to earthquake excitations; structures investigated are single-mode oscillators which have history-dependent and -independent internal energy dissipation mechanisms as represented by stiffness degrading and ordinary elasto-plastic models; emphasis is placed on probability distribution of single highest displacement response of structures and accumulation of damages caused by consecutive earthquake loadings. (26700)
Earthquake response statistics of nonlinear systems
ASCE J Eng Mech Div
Liu, S.C. (author)
1969
23 pages
Article (Journal)
English
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