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Steel truss retrofits to provide alternate load paths for cut, damaged, or destroyed members / / A.K. Agrawal, M. Ettouney, X. Chen, H. Li, and H. Wang
| Steel truss retrofits to provide alternate load paths for cut, damaged, or destroyed members / / A.K. Agrawal, M. Ettouney, X. Chen, H. Li, and H. Wang |
| Autore | Agrawal A. K (Anil Kumar) |
| Pubbl/distr/stampa | McLean, VA : , : U.S. Department of Transportation, Federal Highway Administration, Research Development, and Technology, Turner-Fairbank Highway Research Center, , 2020 |
| Descrizione fisica | 1 online resource (xvii, 199 pages) : illustrations (some color) |
| Soggetto topico |
Truss bridges - Materials - United States
Truss bridges - United States - Design and construction Bridge failures - United States - Prevention Redundancy (Engineering) Truss bridges |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910716843003321 |
Agrawal A. K (Anil Kumar)
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| McLean, VA : , : U.S. Department of Transportation, Federal Highway Administration, Research Development, and Technology, Turner-Fairbank Highway Research Center, , 2020 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Tolerance synthesis scheme / / U. Roy; N. Parmanik; H. Wang; R. Sudarsan; R. D. Sriram; K. W. Lyons
| Tolerance synthesis scheme / / U. Roy; N. Parmanik; H. Wang; R. Sudarsan; R. D. Sriram; K. W. Lyons |
| Autore | Roy U |
| Pubbl/distr/stampa | Gaithersburg, MD : , : U.S. Dept. of Commerce, National Institute of Standards and Technology, , 2003 |
| Descrizione fisica | 1 online resource |
| Altri autori (Persone) |
LyonsK. W
PramanikN RoyU SriramR. D SudarsanR WangH |
| Collana | NISTIR |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910710770803321 |
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Roy U
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| Gaithersburg, MD : , : U.S. Dept. of Commerce, National Institute of Standards and Technology, , 2003 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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