The Resource 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

Label
An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances
Title
An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances
Creator
Contributor
Subject
Language
eng
Related
Cataloging source
TRL
Government publication
federal national government publication
Illustrations
illustrations
Index
no index present
Literary form
non fiction
Nature of contents
bibliography
http://bibfra.me/vocab/lite/organizationName
United States
http://library.link/vocab/relatedWorkOrContributorName
  • Godden, W. G.
  • Imbsen, Roy A
  • Penzien, Joseph
  • Chen, Ma-Chi
  • Nutt, Richard V
  • Kawashima, Kazuhiko
http://library.link/vocab/subjectName
  • Bridges
  • Bridges
Label
An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances
Instantiates
Publication
Note
  • 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
Bibliography note
Includes bibliographical references
Carrier category
volume
Carrier category code
nc
Carrier MARC source
rdacarrier
Content category
text
Content type code
txt
Content type MARC source
rdacontent
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
Control code
16986227
Dimensions
28 cm
Extent
volumes
Media category
unmediated
Media MARC source
rdamedia
Media type code
n
Other physical details
illustrations
Label
An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances
Publication
Note
  • 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
Bibliography note
Includes bibliographical references
Carrier category
volume
Carrier category code
nc
Carrier MARC source
rdacarrier
Content category
text
Content type code
txt
Content type MARC source
rdacontent
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
Control code
16986227
Dimensions
28 cm
Extent
volumes
Media category
unmediated
Media MARC source
rdamedia
Media type code
n
Other physical details
illustrations

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