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Pregled bibliografske jedinice broj: 692012

Serviceability verification of pedestrian bridges under pedestrian loading


Štimac Grandić, Ivana
Serviceability verification of pedestrian bridges under pedestrian loading // Tehnički vjesnik : znanstveno-stručni časopis tehničkih fakulteta Sveučilišta u Osijeku, 22 (2015), 2; 527-537 doi:10.17559/TV-20131030105641 (međunarodna recenzija, pregledni rad, znanstveni)


CROSBI ID: 692012 Za ispravke kontaktirajte CROSBI podršku putem web obrasca

Naslov
Serviceability verification of pedestrian bridges under pedestrian loading

Autori
Štimac Grandić, Ivana

Izvornik
Tehnički vjesnik : znanstveno-stručni časopis tehničkih fakulteta Sveučilišta u Osijeku (1330-3651) 22 (2015), 2; 527-537

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, pregledni rad, znanstveni

Ključne riječi
pedestrian bridge; pedestrian load models; serviceability verification

Sažetak
Due to their slenderness, pedestrian bridges may vibrate significantly under pedestrian traffic. Many researches in the past few decades deal with the problem of predicting the vibration response induced by human activity reliably. Most of the codes in field of footbridge design define certain pedestrian comfort criteria which have to be satisfied to fulfil the serviceability in relation to vibration. The main disadvantage of the current European codes (Eurocodes) is lack of defined dynamic models of pedestrian loads for the serviceability state verification in relation with vibration. In this paper a design procedure (with load models recommendation) for verification of the serviceability limit state related to vibration due to pedestrians is proposed. According to the proposed procedure the serviceability verification on a model of a reinforced concrete pedestrian bridge in Maksimir Park in Zagreb is conducted.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

Napomena
Rad je dio znanstvenog projekta "Procjena oštećenja i ojačanje građevinskih konstrukcija" financiranog iz sredstava potpore Sveučilišta u Rijeci (broj potpore: 13.05.1.1.01).



POVEZANOST RADA


Ustanove:
Građevinski fakultet, Rijeka

Profili:

Avatar Url Ivana Štimac Grandić (autor)

Poveznice na cjeloviti tekst rada:

doi Hrčak

Citiraj ovu publikaciju:

Štimac Grandić, Ivana
Serviceability verification of pedestrian bridges under pedestrian loading // Tehnički vjesnik : znanstveno-stručni časopis tehničkih fakulteta Sveučilišta u Osijeku, 22 (2015), 2; 527-537 doi:10.17559/TV-20131030105641 (međunarodna recenzija, pregledni rad, znanstveni)
Štimac Grandić, I. (2015) Serviceability verification of pedestrian bridges under pedestrian loading. Tehnički vjesnik : znanstveno-stručni časopis tehničkih fakulteta Sveučilišta u Osijeku, 22 (2), 527-537 doi:10.17559/TV-20131030105641.
@article{article, author = {\v{S}timac Grandi\'{c}, Ivana}, year = {2015}, pages = {527-537}, DOI = {10.17559/TV-20131030105641}, keywords = {pedestrian bridge, pedestrian load models, serviceability verification}, journal = {Tehni\v{c}ki vjesnik : znanstveno-stru\v{c}ni \v{c}asopis tehni\v{c}kih fakulteta Sveu\v{c}ili\v{s}ta u Osijeku}, doi = {10.17559/TV-20131030105641}, volume = {22}, number = {2}, issn = {1330-3651}, title = {Serviceability verification of pedestrian bridges under pedestrian loading}, keyword = {pedestrian bridge, pedestrian load models, serviceability verification} }
@article{article, author = {\v{S}timac Grandi\'{c}, Ivana}, year = {2015}, pages = {527-537}, DOI = {10.17559/TV-20131030105641}, keywords = {pedestrian bridge, pedestrian load models, serviceability verification}, journal = {Tehni\v{c}ki vjesnik : znanstveno-stru\v{c}ni \v{c}asopis tehni\v{c}kih fakulteta Sveu\v{c}ili\v{s}ta u Osijeku}, doi = {10.17559/TV-20131030105641}, volume = {22}, number = {2}, issn = {1330-3651}, title = {Serviceability verification of pedestrian bridges under pedestrian loading}, keyword = {pedestrian bridge, pedestrian load models, serviceability verification} }

Časopis indeksira:


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


Citati:





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