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Review article
https://doi.org/10.17559/TV-20131030105641

Serviceability verification of pedestrian bridges under pedestrian loading

Ivana Štimac Grandić ; Faculty of Civil Engineering, University of Rijeka, Radmile Matejčić 3, 51000 Rijeka, Croatia

Fulltext: english, pdf (576 KB) pages 527-537 downloads: 2.403* cite
APA 6th Edition
Štimac Grandić, I. (2015). Serviceability verification of pedestrian bridges under pedestrian loading. Tehnički vjesnik, 22 (2), 527-537. https://doi.org/10.17559/TV-20131030105641
MLA 8th Edition
Štimac Grandić, Ivana. "Serviceability verification of pedestrian bridges under pedestrian loading." Tehnički vjesnik, vol. 22, no. 2, 2015, pp. 527-537. https://doi.org/10.17559/TV-20131030105641. Accessed 6 Dec. 2019.
Chicago 17th Edition
Štimac Grandić, Ivana. "Serviceability verification of pedestrian bridges under pedestrian loading." Tehnički vjesnik 22, no. 2 (2015): 527-537. https://doi.org/10.17559/TV-20131030105641
Harvard
Štimac Grandić, I. (2015). 'Serviceability verification of pedestrian bridges under pedestrian loading', Tehnički vjesnik, 22(2), pp. 527-537. https://doi.org/10.17559/TV-20131030105641
Vancouver
Štimac Grandić I. Serviceability verification of pedestrian bridges under pedestrian loading. Tehnički vjesnik [Internet]. 2015 [cited 2019 December 06];22(2):527-537. https://doi.org/10.17559/TV-20131030105641
IEEE
I. Štimac Grandić, "Serviceability verification of pedestrian bridges under pedestrian loading", Tehnički vjesnik, vol.22, no. 2, pp. 527-537, 2015. [Online]. https://doi.org/10.17559/TV-20131030105641
Fulltext: croatian, pdf (576 KB) pages 527-537 downloads: 617* cite
APA 6th Edition
Štimac Grandić, I. (2015). Dokaz graničnog stanja uporabljivosti pješačkih mostova pod pješačkim opterećenjem. Tehnički vjesnik, 22 (2), 527-537. https://doi.org/10.17559/TV-20131030105641
MLA 8th Edition
Štimac Grandić, Ivana. "Dokaz graničnog stanja uporabljivosti pješačkih mostova pod pješačkim opterećenjem." Tehnički vjesnik, vol. 22, no. 2, 2015, pp. 527-537. https://doi.org/10.17559/TV-20131030105641. Accessed 6 Dec. 2019.
Chicago 17th Edition
Štimac Grandić, Ivana. "Dokaz graničnog stanja uporabljivosti pješačkih mostova pod pješačkim opterećenjem." Tehnički vjesnik 22, no. 2 (2015): 527-537. https://doi.org/10.17559/TV-20131030105641
Harvard
Štimac Grandić, I. (2015). 'Dokaz graničnog stanja uporabljivosti pješačkih mostova pod pješačkim opterećenjem', Tehnički vjesnik, 22(2), pp. 527-537. https://doi.org/10.17559/TV-20131030105641
Vancouver
Štimac Grandić I. Dokaz graničnog stanja uporabljivosti pješačkih mostova pod pješačkim opterećenjem. Tehnički vjesnik [Internet]. 2015 [cited 2019 December 06];22(2):527-537. https://doi.org/10.17559/TV-20131030105641
IEEE
I. Štimac Grandić, "Dokaz graničnog stanja uporabljivosti pješačkih mostova pod pješačkim opterećenjem", Tehnički vjesnik, vol.22, no. 2, pp. 527-537, 2015. [Online]. https://doi.org/10.17559/TV-20131030105641

Abstracts
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 the 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 the Maksimir Park in Zagreb is conducted.

Keywords
pedestrian bridge; pedestrian load models; serviceability verification

Hrčak ID: 138117

URI
https://hrcak.srce.hr/138117

[croatian]

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