Pregled bibliografske jedinice broj: 1102014
Parametric Analysis of the Shear Lag Effect in Tube Structural Systems of Tall Buildings
Parametric Analysis of the Shear Lag Effect in Tube Structural Systems of Tall Buildings // Applied sciences (Basel), 11 (2020), 1; 278, 16 doi:10.3390/app11010278 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1102014 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Parametric Analysis of the Shear Lag Effect in
Tube Structural Systems of Tall Buildings
Autori
Hafner, Ivan ; Vlašić, Anđelko ; Kišiček, Tomislav ; Renić, Tvrtko
Izvornik
Applied sciences (Basel) (2076-3417) 11
(2020), 1;
278, 16
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
shear lag effect ; tall buildings ; tube structural system ; horizontal loads ; reinforced concrete columns
Sažetak
Horizontal loads such as earthquake and wind are considered dominant loads for the design of tall buildings. One of the most efficient structural systems in this regard is the tube structural system. Even though such systems have a high resistance when it comes to horizontal loads, the shear lag effect that is characterized by an incomplete and uneven activation of vertical elements may cause a series of problems such as the deformation of internal panels and secondary structural elements, which cumulatively grow with the height of the building. In this paper, the shear lag effect in a typical tube structure will be observed and analyzed on a series of different numerical models. A parametric analysis will be conducted with a great number of variations in the structural elements and building layout, for the purpose of giving recommendations for an optimal design of a tube structural system.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- Social Science Citation Index (SSCI)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus