Pregled bibliografske jedinice broj: 692012
Serviceability verification of pedestrian bridges under pedestrian loading
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).
Citiraj ovu publikaciju:
Časopis indeksira:
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus