An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances.

An investigation of the effectiveness of exis ...
United States. Federal Highway ...
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Last edited by WorkBot
January 20, 2010 | History

An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances.

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Cover of: An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances.
An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances.
1978, Federal Highway Administration, [Office of Research], Structures & Applied Mechanics Division, for sale by the National Technical Information Service
in English
Cover of: An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances.
An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances.
1978, Federal Highway Administration, [Office of Research], Structures & Applied Mechanics Division, for sale by the National Technical Information Service
in English

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Book Details


Table of Contents

Phase III. Nonlinear soil-structure interaction of skew highway bridges / Ma-Chi Chen and Joseph Penzien.
Phase IV. Seismic response of bridges, case studies / Roy A. Imbsen, Richard V. Nutt, and Joseph Penzien.
Phase V. Correlative investigations on theoretical and experimental dynamic behavior of a model bridge structure / Kazuhiko Kawashima and Joseph Penzien.
Phase VII. Summary.

Edition Notes

Cover title.

"Report no. FHWA-RD-77-57."

"Report no. FHWA-RD-77-169."

"Report no. FHWA-RD-78-157."

"Report no. FHWA-RD-79-90."

Prepared for Federal Highway Administration, Offices of Research & Development, Structures & Applied Mechanics Division.

Performed by University of California Campus Research Office.

Final report, December 1978.

Includes bibliographical references.

Published in
Washington, Springfield, Va
Other Titles
Nonlinear soil -structure interaction of skew highway bridges., Seismic response of bridges, case studies., Correlative investigations on theoretical and experimental dynamic behavior of a model bridge structure.

The Physical Object

Pagination
v. :

ID Numbers

Open Library
OL17819554M

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January 20, 2010 Edited by WorkBot add subjects and covers
December 11, 2009 Created by WorkBot add works page