Pregled bibliografske jedinice broj: 588772
Effect of the Earthquake Type on Response of Some Concrete and Masonry Structures
Effect of the Earthquake Type on Response of Some Concrete and Masonry Structures // 6th International Conference on Advanced Computational Engineering and Experimenting – ACEX2012
Istanbul, Turska, 2012. str. 85-86 (poster, međunarodna recenzija, sažetak, znanstveni)
CROSBI ID: 588772 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Effect of the Earthquake Type on Response of Some
Concrete and Masonry Structures
Autori
Radnić, Jure ; Grgić, Nikola ; Harapin, Alen ; Matešan, Domagoj
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
6th International Conference on Advanced Computational Engineering and Experimenting – ACEX2012
/ - , 2012, 85-86
Skup
6th International Conference on Advanced Computational Engineering and Experimenting – ACEX2012
Mjesto i datum
Istanbul, Turska, 01.07.2012. - 04.07.2012
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Dynamic analysis ; concrete and masonry structures ; effect of earthquake type ; most unfavorable earthquake
Sažetak
Defining the most unfavourable types of earthquakes for different structures is still not sufficiently reliable. In this article different types of earthquakes with same maximum acceleration, but different predominant period and time duration, were considered. The influence of several different types of earthquakes on the response of a concrete frame, a concrete wall and a confined masonry wall was investigated using a previously developed numerical model for both static and dynamic analysis of reinforced concrete and masonry structures [1, 2]. The developed models capture the most important nonlinear effects of concrete, reinforcement and masonry, as well as large displacements. The longitudinal acceleration component of the six adopted different types of earthquakes, as well as the longitudinal resonant harmonic base acceleration, was considered. All dynamic excitations were scaled to equal maximum base acceleration of 0.3 g. Depending of the structural characteristics, the most unfavourable types of earthquakes were presented in conclusions.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
MZO-ZP-083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Radnić, Jure, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split