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Serviceability Performance of a Steel Highway Bridge

Rosenthal, I. / Itzkovitch, M.

The response behaviour of a steel single span highway bridge (45·60 m long) was examined because of complaints of heavy vibration. The study consisted of field measurements under conditions of regular and controlled motor traffic as well as under forced vibration induced by a vibration generator. The data yielded the dynamic characteristics of the bridge. The peak acceleration (0·25 g), and vibration velocity (150 mm/s), obtained were compared with various code serviceability requirements.

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Serviceability Performance of a Steel Highway Bridge

Rosenthal, I. / Itzkovitch, M.

The response behaviour of a steel single span highway bridge (45·60 m long) was examined because of complaints of heavy vibration. The study consisted of field measurements under conditions of regular and controlled motor traffic as well as under forced vibration induced by a vibration generator. The data yielded the dynamic characteristics of the bridge. The peak acceleration (0·25 g), and vibration velocity (150 mm/s), obtained were compared with various code serviceability requirements.

Serviceability Performance of a Steel Highway Bridge

Rosenthal, I. / Itzkovitch, M.

The response behaviour of a steel single span highway bridge (45·60 m long) was examined because of complaints of heavy vibration. The study consisted of field measurements under conditions of regular and controlled motor traffic as well as under forced vibration induced by a vibration generator. The data yielded the dynamic characteristics of the bridge. The peak acceleration (0·25 g), and vibration velocity (150 mm/s), obtained were compared with various code serviceability requirements.

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Title:

Serviceability Performance of a Steel Highway Bridge

Contributors:

Harding, J. E. (editor) / Parke, G. A. R. (editor) / Ryall, M. J. (editor) / Rosenthal, I. (author) / Itzkovitch, M. (author)

Published in:

Bridge Management ; Chapter: 53 ; 607-617

Publication date:

1990-01-01

Size:

11 pages

ISBN:

978-1-4899-7232-3 , 978-0-419-16050-2

DOI:

https://doi.org/10.1007/978-1-4899-7232-3_53

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Serviceability Performance , Highway Bridge , Vibration Velocity , Steel Girder , Fourier Amplitude Spectrum Engineering , Civil Engineering

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