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
Resource Information
The item An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in Indiana State Library.This item is available to borrow from 1 library branch.
Resource Information
The item An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in Indiana State Library.
This item is available to borrow from 1 library branch.
- Language
- eng
- Extent
- volumes
- 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
- 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
- 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
- Language
- eng
- 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
- 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
- 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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<div class="citation" vocab="http://schema.org/"><i class="fa fa-external-link-square fa-fw"></i> Data from <span resource="http://link.library.in.gov/portal/An-investigation-of-the-effectiveness-of-existing/mpse_KPA6OM/" typeof="Book http://bibfra.me/vocab/lite/Item"><span property="name http://bibfra.me/vocab/lite/label"><a href="http://link.library.in.gov/portal/An-investigation-of-the-effectiveness-of-existing/mpse_KPA6OM/">An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances</a></span> - <span property="potentialAction" typeOf="OrganizeAction"><span property="agent" typeof="LibrarySystem http://library.link/vocab/LibrarySystem" resource="http://link.library.in.gov/"><span property="name http://bibfra.me/vocab/lite/label"><a property="url" href="http://link.library.in.gov/">Indiana State Library</a></span></span></span></span></div>
