Pregled bibliografske jedinice broj: 1070349
A macro-element modelling technique to account for IP and OOP interactions in URM infilled RC or steel building
A macro-element modelling technique to account for IP and OOP interactions in URM infilled RC or steel building // Brick and Block Masonry - From Historical to Sustainable Masonry / Kubica, Jan ; Kwiecień, Arkadiusz ; Bednarz, Łukasz (ur.).
London : Delhi: CRC Press, 2020. 9, 9 doi:10.1201/9781003098508-127
CROSBI ID: 1070349 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
A macro-element modelling technique to account
for IP and OOP interactions in URM infilled RC
or steel building
Autori
Pradhan, Bharat ; Zizzo, Maria ; Sucato, Vincenzo ; Cavaleri, Liborio ; Penava, Davorin ; Anić, Filip ; Sarhosis, Vasilis
Vrsta, podvrsta i kategorija rada
Poglavlja u knjigama, znanstveni
Knjiga
Brick and Block Masonry - From Historical to Sustainable Masonry
Urednik/ci
Kubica, Jan ; Kwiecień, Arkadiusz ; Bednarz, Łukasz
Izdavač
CRC Press
Grad
London : Delhi
Godina
2020
Raspon stranica
ISBN
9781003098508
Ključne riječi
macro-element ; IP and OOP interaction ; URM infill ; RC or steel building
Sažetak
Buildings with unreinforced masonry (URM) infills is a common construction practice worldwide. To correctly assess the seismic performance of such structures, the analysis of the masonry infills under in-plane (IP) and out- of-plane (OOP) loading, as well as their interaction, is essential. The aim of this paper is to present a new macro-element modelling technique able to simulate the IP and OOP response of URM infilled frames subjected to earthquakes. The model consists of a horizontal, a vertical and two diagonal struts represented by fiber section beam-column elements. The compressive behavior of the struts are defined by empirical strength and strain parameters. The paper also discusses on derivation of the empirical parameters based on the actual properties of infill wall. The proposed macro- element model has been validated with experimental results available in the literature. From the numerical analysis, a good agreement between the experimental and numerical results was obtained.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
Napomena
Part 60: Numerical modelling & analysis
POVEZANOST RADA
Ustanove:
Građevinski i arhitektonski fakultet Osijek