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Pregled bibliografske jedinice broj: 761054

Časopis

Autori: Radnić, Jure; Smilović, Marija; Sunara, Marina; Buklijaš-Kobojević, Domagoj
Naslov: Numerical study of the behaviour of masonry walls with different height-length ratio under static and seismic loads
Izvornik: Materialwissenschaft und Werkstofftechnik (0933-5137) 46 (2015), 4/5; 330-347
Vrsta rada: članak
Ključne riječi: masonry wall; height–length ratio; numerical study; earthquake
Sažetak:
The effect of the height–to–length ratio of unreinforced and confined masonry walls under horizontal static and seismic loads was numerically investigated by using a previously developed numerical model of the authors for nonlinear static and dynamic analysis of masonry structures. The model can simulate the main nonlinear effects of construction materials and large displacements of structures. Masonry walls without openings were analysed, with variants of rigid and soft masonry. It was assumed that wall foundation uplifting is possible, without its slipping beyond subsoil. Masonry walls with equal height and different length, and masonry walls with equal length and different height were analysed. It was concluded that the height–to–length ratio of masonry walls has a significant influence on their ultimate bearing capacity under static and seismic loads.
Projekt / tema: 083-0000000-1538
Izvorni jezik: ENG
Rad je indeksiran u
bazama podataka:
Current Contents Connect (CCC)
Scopus
SCI-EXP, SSCI i/ili A&HCI
Science Citation Index Expanded (SCI-EXP) (sastavni dio Web of Science Core Collectiona)
Kategorija: Znanstveni
Znanstvena područja:
Građevinarstvo
URL Internet adrese: http://onlinelibrary.wiley.com/doi/10.1002/mawe.201500409/full
Broj citata:
Altmetric:
DOI: 10.1002/mawe.201500409
URL cjelovitog teksta:
Google Scholar: Numerical study of the behaviour of masonry walls with different height-length ratio under static and seismic loads
Upisao u CROSBI: Jure Radnić (Jure.Radnic@gradst.hr), 12. Svi. 2015. u 14:10 sati
Napomene:
S.I.: Advanced Computational Engineering and Experimenting.



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