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Pregled bibliografske jedinice broj: 818091

Časopis

Autori: Grgić, Nikola; Radnić, Jure; Matešan, Domagoj; Buzov, Ante
Naslov: Effect of mass on the behavior of concrete columns under seismic load
Izvornik: Materialwissenschaft und Werkstofftechnik (0933-5137) 47 (2016), 5/6; 483-494
Vrsta rada: članak
Ključne riječi: concrete column ; shake-table ; effect of mass ; numerical mode
Sažetak:
The effect of mass on the behavior of the structure under earthquake load is firstly discussed. Then, the effect of the mass on the top of the small-scale cantilever concrete columns on their behavior and limit bearing capacity was investigated with a shake-table. A set of successive horizontal base accelerograms with increasing maximal accelerations up to the collapse of the columns was applied. It was concluded that the size of the mass has a great effect on the limit bearing capacity of the columns, but this effect is not linearly proportional to the mass size. At the end, the numerical model for the static and dynamic analysis of the planar concrete structure is briefly presented and verified with the performed experimental test. It was concluded that the numerical model can be useful in a seismic analysis of practical planar concrete structures, but further validation is necessary.
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.201600524/abstract
Broj citata:
Altmetric:
DOI: 10.1002/mawe.201600524
URL cjelovitog teksta:
Google Scholar: Effect of mass on the behavior of concrete columns under seismic load
Upisao u CROSBI: Jure Radnić (Jure.Radnic@gradst.hr), 25. Svi. 2016. u 15:03 sati
Napomene:
S.I.: Odabrani radovi prezentirani na skupu Advanced Computational Engineering and Experimenting (ACE-X 2015).



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