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Stochastic earthquake response of secondary systems in base‐isolated structures
Author(s) -
Chen Yu,
Ahmadi Goodarz
Publication year - 1992
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.4290211202
Subject(s) - isolator , base isolation , structural engineering , structural system , monte carlo method , base (topology) , earthquake engineering , response analysis , engineering , geotechnical engineering , mathematics , mathematical analysis , statistics , telecommunications , frame (networking) , electronic engineering
This paper studies the stochastic responses of secondary systems in base‐isolated shear beam structures. A number of base isolation systems such as the laminated rubber bearing (LRB), the resilient‐friction base isolator (R‐FBI) with or without sliding upper plate, and the EDF system are considered. The stochastic models for the El Centro 1940 and the Mexico City 1985 earthquakes which preserve the non‐stationary evolutions of amplitude and frequency content of ground accelerations are used as earthquake excitations. The technique of equivalent linearization is utilized and the mean‐square response statistics of secondary systems and primary structure are evaluated. The accuracy of the linearization scheme is verified by comparison with the Monte Carlo simulation results. Statistically estimated peak responses of the secondary system are evaluated and the results are compared with the response spectra for actual earthquake accelerograms. It is shown that the use of base isolation systems, generally, provides considerable protection for structural contents. In particular, the LRB system is remarkably effective in reducing responses of secondary systems. Results for the Mexico City earthquake show that the base‐isolated structures are sensitive to long period ground excitations.