A Study on the Aged Railway Steel Bridges Renewed by Hybrid Structures

N. Taniguchi; W. Lin; M. Hansaka; F. Ohkubo; S. Satake; Y. Sugino

A Study on the Aged Railway Steel Bridges Renewed by Hybrid Structures

N. Taniguchi^*, W. Lin, M. Hansaka, F. Ohkubo, S. Satake, Y. Sugino

^*Corresponding author for this work

Not published at Aalto University

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Scientific › peer-review

Abstract

This research offers a new composite revamping method for railway bridges by assuming composite remodelling process of existing steel bridges having no specific fissure damages or serious corrosions and effectively making use of relatively new materials to it. Effects of noise reduction and improved stiffness were further confirmed through hammer impact tests (vibration measurement tests) and loading tests in order to prove the efficacy of the composite remodelling.

Original language	English
Title of host publication	LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT
Editors	H Furuta, DM Frangopol, M Akiyama
Publisher	CRC Press
Pages	746-752
Number of pages	7
ISBN (Print)	978-1-138-00120-6
Publication status	Published - 2015
MoE publication type	A4 Article in a conference publication
Event	International Symposium on Life-Cycle Civil Engineering - Tokyo, Japan Duration: 16 Nov 2014 → 19 Nov 2014 Conference number: 4

Conference

Conference	International Symposium on Life-Cycle Civil Engineering
Country/Territory	Japan
City	Tokyo
Period	16/11/2014 → 19/11/2014

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title = "A Study on the Aged Railway Steel Bridges Renewed by Hybrid Structures",

abstract = "This research offers a new composite revamping method for railway bridges by assuming composite remodelling process of existing steel bridges having no specific fissure damages or serious corrosions and effectively making use of relatively new materials to it. Effects of noise reduction and improved stiffness were further confirmed through hammer impact tests (vibration measurement tests) and loading tests in order to prove the efficacy of the composite remodelling.",

author = "N. Taniguchi and W. Lin and M. Hansaka and F. Ohkubo and S. Satake and Y. Sugino",

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editor = "H Furuta and DM Frangopol and M Akiyama",

booktitle = "LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT",

publisher = "CRC Press",

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note = "International Symposium on Life-Cycle Civil Engineering ; Conference date: 16-11-2014 Through 19-11-2014",

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Taniguchi, N, Lin, W, Hansaka, M, Ohkubo, F, Satake, S & Sugino, Y 2015, A Study on the Aged Railway Steel Bridges Renewed by Hybrid Structures. in H Furuta, DM Frangopol & M Akiyama (eds), LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT. CRC Press, pp. 746-752, International Symposium on Life-Cycle Civil Engineering, Tokyo, Japan, 16/11/2014.

A Study on the Aged Railway Steel Bridges Renewed by Hybrid Structures. / Taniguchi, N.; Lin, W.; Hansaka, M. et al.

LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT. ed. / H Furuta; DM Frangopol; M Akiyama. CRC Press, 2015. p. 746-752.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Scientific › peer-review

TY - GEN

T1 - A Study on the Aged Railway Steel Bridges Renewed by Hybrid Structures

AU - Taniguchi, N.

AU - Lin, W.

AU - Hansaka, M.

AU - Ohkubo, F.

AU - Satake, S.

AU - Sugino, Y.

N1 - Conference code: 4

PY - 2015

Y1 - 2015

N2 - This research offers a new composite revamping method for railway bridges by assuming composite remodelling process of existing steel bridges having no specific fissure damages or serious corrosions and effectively making use of relatively new materials to it. Effects of noise reduction and improved stiffness were further confirmed through hammer impact tests (vibration measurement tests) and loading tests in order to prove the efficacy of the composite remodelling.

AB - This research offers a new composite revamping method for railway bridges by assuming composite remodelling process of existing steel bridges having no specific fissure damages or serious corrosions and effectively making use of relatively new materials to it. Effects of noise reduction and improved stiffness were further confirmed through hammer impact tests (vibration measurement tests) and loading tests in order to prove the efficacy of the composite remodelling.

M3 - Conference contribution

SN - 978-1-138-00120-6

SP - 746

EP - 752

BT - LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT

A2 - Furuta, H

A2 - Frangopol, DM

A2 - Akiyama, M

PB - CRC Press

T2 - International Symposium on Life-Cycle Civil Engineering

Y2 - 16 November 2014 through 19 November 2014

ER -

A Study on the Aged Railway Steel Bridges Renewed by Hybrid Structures

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