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 /
| Data(s) |
13/01/1977
|
|---|---|
| Resumo |
Bibliography: p. 46-48. Mode of access: Internet. |
| Identificador | |
| Idioma(s) |
eng |
| Publicador |
Washington, D.C. : Office of Research, Federal Highway Administration, Dept. of Transportation ; Springfield, Va. : available through the National Technical Information Service, |
| Direitos |
Items in this record are available as Public Domain, Google-digitized. View access and use profile at http://www.hathitrust.org/access_use#pd-google. Please see individual items for rights and use statements. |
| Palavras-Chave | #Bridges #Structural stability. #Bridges |
| Tipo |
text |
