Pregled bibliografske jedinice broj: 130213
Non-linear Dynamic Response Analysis of Regular Structure Using SDOF Modelling Principies
Non-linear Dynamic Response Analysis of Regular Structure Using SDOF Modelling Principies // Proceedings of International Symposium "40th Anniversary of Pollack Mihaly College of Engineering"
Pečuh, 2002. str. Vol.1. 170-186 (plenarno, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 130213 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Non-linear Dynamic Response Analysis of Regular Structure Using SDOF Modelling Principies
Autori
Morić, Dragan ; Hadzima, Marijana ; Ivanušić, Darko
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of International Symposium "40th Anniversary of Pollack Mihaly College of Engineering"
/ - Pečuh, 2002, Vol.1. 170-186
Skup
International Symposium "40th Anniversary of Pollack Mihaly College of Engineering"
Mjesto i datum
Pečuh, Mađarska, 30.05.2002. - 31.05.2002
Vrsta sudjelovanja
Plenarno
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Eartquake; Non-linear dynamic analysis; SDOF system; CAMUS experiment
Sažetak
Dynamic analysis of seismic response of regular structure is presented. It is based on following assumptions: - Seismic response of regular structures (symmetric plans and constant vertical stiffness) can be well interpreted by using SDOF system as a mathematical model of the structures. - Response parameters of structure as ductility, stiffness change, energy balance and number of plastic excursions can describe real level of structural damage. Valorisation of these assumptions was done by comparison the results of experiment CAMUS3, done by Camus working group, in EMSI Sacley, France
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
