Pregled bibliografske jedinice broj: 130246
Seismic Damage Analysis of Reinforce Concrete Structures
Seismic Damage Analysis of Reinforce Concrete Structures // Tehnički vjesnik, 9 (2002), 01/02/2002; 13-26 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 130246 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Seismic Damage Analysis of Reinforce Concrete Structures
Autori
Morić, Dragan ; Hadzima, Marijana ; Ivanušić, Darko
Izvornik
Tehnički vjesnik (1330-3651) 9
(2002), 01/02/2002;
13-26
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
Earthquake; Damage ratio; Residual resistance; SDOF model; Camus3 experiment
Sažetak
Damage analysis of regular reinforce-concrete structure is analysed. It is based on following assumptions: - Seismic response of regular structures (symmetric plans and constant lateral 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 and damage ratio analysis was done by comparison the results of experiment CAMUS3, done by Camus working group, in TRM-ECOEST 2 Research programme in EMSI Sacley, France.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus
Uključenost u ostale bibliografske baze podataka::
- The INSPEC Science Abstracts series
