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Effect of the Earthquake Type on Response of Some Concrete and Masonry Structures


Radnić, J; Grgić, Nikola; Harapin, A; Matešan, D
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)


Naslov
Effect of the Earthquake Type on Response of Some Concrete and Masonry Structures

Autori
Radnić, J ; Grgić, Nikola ; Harapin, A ; Matešan, D

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, 01-04.07.2012

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


Projekt / tema
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Jure Radnić, )

Ustanove
Fakultet građevinarstva, arhitekture i geodezije, Split