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Pregled bibliografske jedinice broj: 885346

Linear and non-linear analyses of cable-stayed steel frame subjected to seismic actions


Đuran, Marko; Lukačević, Ivan; Dujmović, Darko
Linear and non-linear analyses of cable-stayed steel frame subjected to seismic actions // e-GFOS Elekronički časopis Građevinskog fakulteta Osijek, 8 (2017), 14; 68-78 doi:10.13167/2017.14.8 (recenziran, članak, stručni)


CROSBI ID: 885346 Za ispravke kontaktirajte CROSBI podršku putem web obrasca

Naslov
Linear and non-linear analyses of cable-stayed steel frame subjected to seismic actions

Autori
Đuran, Marko ; Lukačević, Ivan ; Dujmović, Darko

Izvornik
E-GFOS Elekronički časopis Građevinskog fakulteta Osijek (1847-8948) 8 (2017), 14; 68-78

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, stručni

Ključne riječi
nonlinearity ; seismic analysis ; response spectrum ; time history ; cable-stayed steel frame

Sažetak
In this study, linear and non-linear dynamic analyses of a cable-stayed steel frame subjected to seismic actions are performed. The analyzed cable-stayed frame is the main supporting structure of a wide-span sports hall. Since the complex dynamic behavior of cable-stayed structures results in significant geometric nonlinearity, a nonlinear time history analysis is conducted. As a reference, an analysis using the European standard approach, the so-called linear modal response spectrum method, is also performed. The analyses are conducted for different seismic actions considering dependence on the response spectrums for various ground types and the corresponding artificially generated accelerograms. Despite fundamental differences between the two analyses, results indicate that the modal response spectrum analysis is surprisingly consistent with the internal forces and bending moment distributions of the nonlinear time history analysis. However, significantly smaller values of bending moments, internal forces, and displacements are obtained with the response spectrum analysis.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Ustanove:
Građevinski fakultet, Zagreb,
Akademija tehničkih znanosti

Profili:

Avatar Url Darko Dujmović (autor)

Avatar Url Ivan Lukačević (autor)

Citiraj ovu publikaciju

Đuran, Marko; Lukačević, Ivan; Dujmović, Darko
Linear and non-linear analyses of cable-stayed steel frame subjected to seismic actions // e-GFOS Elekronički časopis Građevinskog fakulteta Osijek, 8 (2017), 14; 68-78 doi:10.13167/2017.14.8 (recenziran, članak, stručni)
Đuran, M., Lukačević, I. & Dujmović, D. (2017) Linear and non-linear analyses of cable-stayed steel frame subjected to seismic actions. e-GFOS Elekronički časopis Građevinskog fakulteta Osijek, 8 (14), 68-78 doi:10.13167/2017.14.8.
@article{article, year = {2017}, pages = {68-78}, DOI = {10.13167/2017.14.8}, keywords = {nonlinearity, seismic analysis, response spectrum, time history, cable-stayed steel frame}, journal = {e-GFOS Elekroni\v{c}ki \v{c}asopis Gra\djevinskog fakulteta Osijek}, doi = {10.13167/2017.14.8}, volume = {8}, number = {14}, issn = {1847-8948}, title = {Linear and non-linear analyses of cable-stayed steel frame subjected to seismic actions}, keyword = {nonlinearity, seismic analysis, response spectrum, time history, cable-stayed steel frame} }
@article{article, year = {2017}, pages = {68-78}, DOI = {10.13167/2017.14.8}, keywords = {nonlinearity, seismic analysis, response spectrum, time history, cable-stayed steel frame}, journal = {e-GFOS Elekroni\v{c}ki \v{c}asopis Gra\djevinskog fakulteta Osijek}, doi = {10.13167/2017.14.8}, volume = {8}, number = {14}, issn = {1847-8948}, title = {Linear and non-linear analyses of cable-stayed steel frame subjected to seismic actions}, keyword = {nonlinearity, seismic analysis, response spectrum, time history, cable-stayed steel frame} }

Časopis indeksira:


  • Web of Science Core Collection (WoSCC)
    • SCI-EXP, SSCI i/ili A&HCI
    • Emerging Sources Citation Index (ESCI)


Uključenost u ostale bibliografske baze podataka:


  • CAB Abstracts
  • INSPEC
  • WoS, DOAJ
  • Applied Science & Technology Source


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