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An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances : Phase III, nonlinear soil-structure interaction of skew highway bridges

Title: An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances : Phase III, nonlinear soil-structure interaction of skew highway bridges / Prepared for Federal Highway Administration [by] Ma-Chi Chen and Joseph Penzien].
Author: Chen, Ma-Chi.
Publication: Washington : Dept. of Transportation, Federal Highway Administration, Office of Research and Development ; Springfield, Va. : for sale by the National Technical Information Service, 1977.

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Details

Additional Authors

Description

viii, 107 p. : ill.; 28 cm.

Series Statement

Report - Federal Highway Administration ; no. FHWA-RD-77-169

Subjects

Note

Cover title.
Final report; August 1977.
Prepared by Univ. of California, Campus Research Office, Berkeley, under contract DOT-FH-11-7798.

Bibliography (note)

Bibliography: p. 46-48.

Call Number

JSF 83-510

OCLC

NYPG84-B50531

Author

Chen, Ma-Chi.

Title

An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances : Phase III, nonlinear soil-structure interaction of skew highway bridges / Prepared for Federal Highway Administration [by] Ma-Chi Chen and Joseph Penzien].

Imprint

Washington : Dept. of Transportation, Federal Highway Administration, Office of Research and Development ; Springfield, Va. : for sale by the National Technical Information Service, 1977.

Series

Report - Federal Highway Administration ; no. FHWA-RD-77-169

Bibliography

Bibliography: p. 46-48.

Added Author

Penzien, J.

United States. Federal Highway Administration. Offices of Research and Development.

Research Call Number

JSF 83-510

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