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2021 | OriginalPaper | Chapter

Comparative Study of Pedestrian Vibration for Design of Steel Arch Bridge

Authors : Rahul Suresh, A. Sofi, K. Ganesh

Published in: Smart Technologies for Sustainable Development

Publisher: 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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next chapter Lateral Load Analyses of Multi-storeyed Frames with and Without Shear Walls
Literature
1.
Hong R, Khudeira S (2013) Chicago’s first tied-arch bridge. Practice Period Struc Design Construct 19(3):04014011CrossRef
2.
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.
Ivorra S et al (2013) Dynamic behavior of a pedestrian bridge in Alicante, Spain. J Perform Construct Facilit 29(5):04014132CrossRef
4.
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.
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.
Štimac Grandić I (2015) Serviceability verification of pedestrian bridges under pedestrian loading. Tehnički vjesnik 22(2):527–537
7.
Ricciardelli F, Demartino C (2016) Design of footbridges against pedestrian-induced vibrations. J Bridge Eng 21(8):C4015003CrossRef
8.
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.
IRC: 6-2017, Loads and stresses (revised edition) with latest amendments
10.
11.
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.
Qiu W-L et al (2010) Stability analysis of special-shape arch bridge. Tamkang Univ Sci Technol 13(4):365–373
13.
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.
Barker C et al (2005) Footbridge pedestrian vibration limits-Part 1: pedestrian input. In: Footbridge 2005 international conference
15.
BS-5400-1978 (Part 2), Steel, concrete and composite bridges
16.
IRC:SP 56-2011, Guidelines for steel pedestrian bridges
17.
18.
19.
EN 1994-1-1 (Part 1), Design of composite steel and concrete structures
20.
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.
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.
Heinemeyer C, Feldmann M (2009) European design guide for footbridge vibration. In: Footbridge vibration design. CRC Press, pp 13–30
Metadata
Title
Comparative Study of Pedestrian Vibration for Design of Steel Arch Bridge
Authors
Rahul Suresh
A. Sofi
K. Ganesh
Copyright Year
2021
Publisher
Springer Singapore
Book
Smart Technologies for Sustainable Development

Print ISBN: 978-981-15-5000-3

Electronic ISBN: 978-981-15-5001-0

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-981-15-5001-0_1