Coverart for item
The Resource 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

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

Label
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
Title
An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances
Title remainder
Phase III, Nonlinear soil-structure interaction of skew highway bridges : final report : prepared for Federal Highway Administration, Offices of Research and Development
Statement of responsibility
Ma-chi Chen and Joseph Penzien ; University of California, Campus Research Office
Title variation
Earthquake resistance of bridges
Creator
Contributor
Subject
Language
eng
Cataloging source
PAU
http://library.link/vocab/creatorName
Chen, Ma-chi
Government publication
federal national government publication
Illustrations
illustrations
Index
no index present
LC call number
TG300
LC item number
.C54 1977
Literary form
non fiction
Nature of contents
bibliography
http://library.link/vocab/relatedWorkOrContributorName
  • Penzien, Joseph
  • United States
  • University of California, Berkeley
http://library.link/vocab/subjectName
  • Bridges
  • Structural stability
  • Bridges
Label
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
Instantiates
Publication
Note
"FHWA-RD-77-169."
Bibliography note
Bibliography: p. 46-48
Carrier category
volume
Carrier category code
nc
Carrier MARC source
rdacarrier
Content category
text
Content type code
txt
Content type MARC source
rdacontent
Dimensions
28 cm
Extent
viii, 107 p.
Media category
unmediated
Media MARC source
rdamedia
Media type code
n
Other physical details
ill.
System control number
  • 3830255
  • (OCoLC)3830255
Label
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
Publication
Note
"FHWA-RD-77-169."
Bibliography note
Bibliography: p. 46-48
Carrier category
volume
Carrier category code
nc
Carrier MARC source
rdacarrier
Content category
text
Content type code
txt
Content type MARC source
rdacontent
Dimensions
28 cm
Extent
viii, 107 p.
Media category
unmediated
Media MARC source
rdamedia
Media type code
n
Other physical details
ill.
System control number
  • 3830255
  • (OCoLC)3830255

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