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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 : final report : prepared for Federal Highway Administration, Offices of Research and Development / Ma-chi Chen and Joseph Penzien ; University of California, Campus Research Office.

LIBRA TG300 .C54
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Format:
Book
Government document
Author/Creator:
Chen, Ma-chi.
Contributor:
Penzien, Joseph.
United States. Federal Highway Administration. Offices of Research and Development.
University of California, Berkeley. Campus Research Office.
Language:
English
Subjects (All):
Bridges--Design and construction.
Bridges.
Structural stability.
Bridges--Earthquake effects.
Physical Description:
viii, 107 pages : illustrations ; 28 cm
Place of Publication:
Washington, D.C. : Office of Research, Federal Highway Administration, Dept. of Transportation ; Springfield, Va. : available through the National Technical Information Service, 1977.
Notes:
"FHWA-RD-77-169."
Bibliography: pages 46-48.
OCLC:
3830255

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