Abstract
Calculation of the seismic response of structures on sliding supports involves the dual problem of ``non-linear`` and ``random`` dynamic behaviour. After a review of the non-linearities common in dynamics, slipping is compared with a hysteresis phenomenon. Simple examples are then used to present the Fokker-Planck equation and the equivalent linearization method. Finally, the methods for modification of the excitation spectrum intended for the engineering calculations are recalled. (authors). 21 figs., 23 refs.
Citation Formats
Sarh, K, and Duval, C.
Response of sliding structures to seismic excitation: bibliographical study; Reponse des structures glissantes a une excitation sismique: etude bibliographique.
France: N. p.,
1992.
Web.
Sarh, K, & Duval, C.
Response of sliding structures to seismic excitation: bibliographical study; Reponse des structures glissantes a une excitation sismique: etude bibliographique.
France.
Sarh, K, and Duval, C.
1992.
"Response of sliding structures to seismic excitation: bibliographical study; Reponse des structures glissantes a une excitation sismique: etude bibliographique."
France.
@misc{etde_10138743,
title = {Response of sliding structures to seismic excitation: bibliographical study; Reponse des structures glissantes a une excitation sismique: etude bibliographique}
author = {Sarh, K, and Duval, C}
abstractNote = {Calculation of the seismic response of structures on sliding supports involves the dual problem of ``non-linear`` and ``random`` dynamic behaviour. After a review of the non-linearities common in dynamics, slipping is compared with a hysteresis phenomenon. Simple examples are then used to present the Fokker-Planck equation and the equivalent linearization method. Finally, the methods for modification of the excitation spectrum intended for the engineering calculations are recalled. (authors). 21 figs., 23 refs.}
place = {France}
year = {1992}
month = {Nov}
}
title = {Response of sliding structures to seismic excitation: bibliographical study; Reponse des structures glissantes a une excitation sismique: etude bibliographique}
author = {Sarh, K, and Duval, C}
abstractNote = {Calculation of the seismic response of structures on sliding supports involves the dual problem of ``non-linear`` and ``random`` dynamic behaviour. After a review of the non-linearities common in dynamics, slipping is compared with a hysteresis phenomenon. Simple examples are then used to present the Fokker-Planck equation and the equivalent linearization method. Finally, the methods for modification of the excitation spectrum intended for the engineering calculations are recalled. (authors). 21 figs., 23 refs.}
place = {France}
year = {1992}
month = {Nov}
}