Pregled bibliografske jedinice broj: 1142401
Structural concepts in the design of masonry- infilled steel frames
Structural concepts in the design of masonry- infilled steel frames // COMPDYN 2021 - Computational Methods in Structural Dynamics and Earthquake Engineering / Papadrakakis, M ; Fragiadakis, M (ur.).
Atena: Institute of Structural Analysis and Antiseismic Research ; National Technical Unversity of Athens (NTUA), 2021. str. 847-859 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1142401 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Structural concepts in the design of masonry-
infilled steel frames
Autori
Šokić, Dario ; Markulak, Damir ; Dokšanović, Tihomir ; Radić, Ivan
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
COMPDYN 2021 - Computational Methods in Structural Dynamics and Earthquake Engineering
/ Papadrakakis, M ; Fragiadakis, M - Atena : Institute of Structural Analysis and Antiseismic Research ; National Technical Unversity of Athens (NTUA), 2021, 847-859
ISBN
978-618-85072-5-8
Skup
8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
Mjesto i datum
Atena, Grčka, 27.06.2021. - 30.06.2021
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
steel-masonry ; composite structure ; earthquake design ; structural solutions
Sažetak
Despite numerous research studies conducted in the field of masonry-infilled steel (and concrete) frames, there is still no adequate codified design method. There is, however, a consensus that masonry-infilled frames should be treated as potentially hazardous earthquake context structural solutions. While masonry infill has positive effects on steel frames, which are often neglected in design, adverse effects cannot be overlooked. Over the last decade, several structural solutions aimed to improve the overall structural behavior of these interactive composite systems were proposed and tested in laboratory conditions. It is not rare that these approaches are opposite to each other, which additionally stresses the fact that there is a need for recognition and validation of the key structural directions. Among various proposed design options, the authors are very interested in those which tend to include the beneficial effect of masonry infill, but at the same time preserve desired ductile behavior of steel frames, all by using simpler and easy to apply structural solutions. Some of them are already proposed by the authors, which are discussed in the paper, along with a summary and comparison of contemporary structural solutions in steel masonry-infilled frames, as an important step towards codification.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski i arhitektonski fakultet Osijek
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus