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Pregled bibliografske jedinice broj: 1102014

Parametric Analysis of the Shear Lag Effect in Tube Structural Systems of Tall Buildings


Hafner, Ivan; Vlašić, Anđelko; Kišiček, Tomislav; Renić, Tvrtko
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

Profili:

Avatar Url Tomislav Kišiček (autor)

Avatar Url Anđelko Vlašić (autor)

Avatar Url Ivan Hafner (autor)

Avatar Url Tvrtko Renić (autor)

Poveznice na cjeloviti tekst rada:

Pristup cjelovitom tekstu rada doi www.mdpi.com

Citiraj ovu publikaciju:

Hafner, Ivan; Vlašić, Anđelko; Kišiček, Tomislav; Renić, Tvrtko
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)
Hafner, I., Vlašić, A., Kišiček, T. & Renić, T. (2020) Parametric Analysis of the Shear Lag Effect in Tube Structural Systems of Tall Buildings. Applied sciences (Basel), 11 (1), 278, 16 doi:10.3390/app11010278.
@article{article, author = {Hafner, Ivan and Vla\v{s}i\'{c}, An\djelko and Ki\v{s}i\v{c}ek, Tomislav and Reni\'{c}, Tvrtko}, year = {2020}, pages = {16}, DOI = {10.3390/app11010278}, chapter = {278}, keywords = {shear lag effect, tall buildings, tube structural system, horizontal loads, reinforced concrete columns}, journal = {Applied sciences (Basel)}, doi = {10.3390/app11010278}, volume = {11}, number = {1}, issn = {2076-3417}, title = {Parametric Analysis of the Shear Lag Effect in Tube Structural Systems of Tall Buildings}, keyword = {shear lag effect, tall buildings, tube structural system, horizontal loads, reinforced concrete columns}, chapternumber = {278} }
@article{article, author = {Hafner, Ivan and Vla\v{s}i\'{c}, An\djelko and Ki\v{s}i\v{c}ek, Tomislav and Reni\'{c}, Tvrtko}, year = {2020}, pages = {16}, DOI = {10.3390/app11010278}, chapter = {278}, keywords = {shear lag effect, tall buildings, tube structural system, horizontal loads, reinforced concrete columns}, journal = {Applied sciences (Basel)}, doi = {10.3390/app11010278}, volume = {11}, number = {1}, issn = {2076-3417}, title = {Parametric Analysis of the Shear Lag Effect in Tube Structural Systems of Tall Buildings}, keyword = {shear lag effect, tall buildings, tube structural system, horizontal loads, reinforced concrete columns}, chapternumber = {278} }

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


Citati:





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