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2021 | OriginalPaper | Buchkapitel

Comparative Study of Pedestrian Vibration for Design of Steel Arch Bridge

verfasst von : Rahul Suresh, A. Sofi, K. Ganesh

Erschienen in: Smart Technologies for Sustainable Development

Verlag: Springer Singapore

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Abstract

Crossing over has been the key component in the advancement of the street framework. Although analysts have given numerous important scientific commitments with respect to the comprehension and displaying of passerby prompted vibrations of footbridges, there is yet a need to figure out what genuine upgrades have been accomplished in structure techniques. The extension and scope of arrangement have relied upon the viable misuse of the most efficient materials accessible. This paper introduces the structure and investigation of the bridge using STAAD.Pro software. This article gives a basic diagram of the procedures proposed in the design of steel arch bridge. Focus is set on the improvement of passerby load, the structure rules and vibration countermeasures. Pedestrian vibration using different codes is also done to do a comparative study of vibrations obtained.

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Literatur
1.
Zurück zum Zitat Hong R, Khudeira S (2013) Chicago’s first tied-arch bridge. Practice Period Struc Design Construct 19(3):04014011CrossRef Hong R, Khudeira S (2013) Chicago’s first tied-arch bridge. Practice Period Struc Design Construct 19(3):04014011CrossRef
2.
Zurück zum Zitat Dey P, Narasimhan S, Walbridge S (2016) Evaluation of design guidelines for the serviceability assessment of aluminum pedestrian bridges. J Bridge Eng 22(1):04016109CrossRef Dey P, Narasimhan S, Walbridge S (2016) Evaluation of design guidelines for the serviceability assessment of aluminum pedestrian bridges. J Bridge Eng 22(1):04016109CrossRef
3.
Zurück zum Zitat Ivorra S et al (2013) Dynamic behavior of a pedestrian bridge in Alicante, Spain. J Perform Construct Facilit 29(5):04014132CrossRef Ivorra S et al (2013) Dynamic behavior of a pedestrian bridge in Alicante, Spain. J Perform Construct Facilit 29(5):04014132CrossRef
4.
Zurück zum Zitat ASCE Committee on Construction Equipment and Techniques (1989) Concrete Bridge Design and Construction in the United Kingdom. J Construct Eng Manage 115(4):618–635CrossRef ASCE Committee on Construction Equipment and Techniques (1989) Concrete Bridge Design and Construction in the United Kingdom. J Construct Eng Manage 115(4):618–635CrossRef
5.
Zurück zum Zitat Rao A (2006) Design and construction of the longest rope-stayed newspaper foot-bridge. J Profess Issues Eng Educ Practice 132(2):112–117CrossRef Rao A (2006) Design and construction of the longest rope-stayed newspaper foot-bridge. J Profess Issues Eng Educ Practice 132(2):112–117CrossRef
6.
Zurück zum Zitat Štimac Grandić I (2015) Serviceability verification of pedestrian bridges under pedestrian loading. Tehnički vjesnik 22(2):527–537 Štimac Grandić I (2015) Serviceability verification of pedestrian bridges under pedestrian loading. Tehnički vjesnik 22(2):527–537
7.
Zurück zum Zitat Ricciardelli F, Demartino C (2016) Design of footbridges against pedestrian-induced vibrations. J Bridge Eng 21(8):C4015003CrossRef Ricciardelli F, Demartino C (2016) Design of footbridges against pedestrian-induced vibrations. J Bridge Eng 21(8):C4015003CrossRef
8.
Zurück zum Zitat Fujino Y, Siringoringo DM (2015) A conceptual review of pedestrian-induced lateral vibration and crowd synchronization problem on footbridges. J Bridge Eng 21(8):C4015001 Fujino Y, Siringoringo DM (2015) A conceptual review of pedestrian-induced lateral vibration and crowd synchronization problem on footbridges. J Bridge Eng 21(8):C4015001
9.
Zurück zum Zitat IRC: 6-2017, Loads and stresses (revised edition) with latest amendments IRC: 6-2017, Loads and stresses (revised edition) with latest amendments
10.
Zurück zum Zitat IS:800-2007, General construction in steel IS:800-2007, General construction in steel
11.
Zurück zum Zitat Benjeddou O, Limam O, Ouezdou MB (2017) The experimental and the theoretical analysis of the serviceability behavior of a deployable footbridge. Archi Civil Mech Eng 17(2):293–306CrossRef Benjeddou O, Limam O, Ouezdou MB (2017) The experimental and the theoretical analysis of the serviceability behavior of a deployable footbridge. Archi Civil Mech Eng 17(2):293–306CrossRef
12.
Zurück zum Zitat Qiu W-L et al (2010) Stability analysis of special-shape arch bridge. Tamkang Univ Sci Technol 13(4):365–373 Qiu W-L et al (2010) Stability analysis of special-shape arch bridge. Tamkang Univ Sci Technol 13(4):365–373
13.
Zurück zum Zitat Joshi V, Srinivasan M (2018) Walking crowds on a shaky surface: stable walkers discover millennium bridge oscillations with and without pedestrian synchrony. Biol Let 14(10):20180564CrossRef Joshi V, Srinivasan M (2018) Walking crowds on a shaky surface: stable walkers discover millennium bridge oscillations with and without pedestrian synchrony. Biol Let 14(10):20180564CrossRef
14.
Zurück zum Zitat Barker C et al (2005) Footbridge pedestrian vibration limits-Part 1: pedestrian input. In: Footbridge 2005 international conference Barker C et al (2005) Footbridge pedestrian vibration limits-Part 1: pedestrian input. In: Footbridge 2005 international conference
15.
Zurück zum Zitat BS-5400-1978 (Part 2), Steel, concrete and composite bridges BS-5400-1978 (Part 2), Steel, concrete and composite bridges
16.
Zurück zum Zitat IRC:SP 56-2011, Guidelines for steel pedestrian bridges IRC:SP 56-2011, Guidelines for steel pedestrian bridges
17.
Zurück zum Zitat EN 1991-1-5 (Part 1), Action on structures EN 1991-1-5 (Part 1), Action on structures
18.
Zurück zum Zitat EN 1993-1-1, Design of steel structures EN 1993-1-1, Design of steel structures
19.
Zurück zum Zitat EN 1994-1-1 (Part 1), Design of composite steel and concrete structures EN 1994-1-1 (Part 1), Design of composite steel and concrete structures
20.
Zurück zum Zitat Dymond BZ, Roberts-Wollmann CL, Wright WJ, Cousins TE, Bapat AV (2013) Pedestrian bridge collapse and failure analysis in Giles County, Virginia. J Perfor Construct Facilit 28(4):04014006CrossRef Dymond BZ, Roberts-Wollmann CL, Wright WJ, Cousins TE, Bapat AV (2013) Pedestrian bridge collapse and failure analysis in Giles County, Virginia. J Perfor Construct Facilit 28(4):04014006CrossRef
21.
Zurück zum Zitat Xu C, Sugiura K, Qingtian S (2018) Fatigue behavior of the group stud shear connectors in steel-concrete composite bridges. J Bridge Eng 23(8):04018055CrossRef Xu C, Sugiura K, Qingtian S (2018) Fatigue behavior of the group stud shear connectors in steel-concrete composite bridges. J Bridge Eng 23(8):04018055CrossRef
22.
Zurück zum Zitat Heinemeyer C, Feldmann M (2009) European design guide for footbridge vibration. In: Footbridge vibration design. CRC Press, pp 13–30 Heinemeyer C, Feldmann M (2009) European design guide for footbridge vibration. In: Footbridge vibration design. CRC Press, pp 13–30
Metadaten
Titel
Comparative Study of Pedestrian Vibration for Design of Steel Arch Bridge
verfasst von
Rahul Suresh
A. Sofi
K. Ganesh
Copyright-Jahr
2021
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-15-5001-0_1