| contributor author | Hiroaki Todo | |
| contributor author | Charles H. Dowding | |
| date accessioned | 2017-05-08T20:33:40Z | |
| date available | 2017-05-08T20:33:40Z | |
| date copyright | June 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9410%281984%29110%3A6%28675%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19586 | |
| description abstract | Blast response was modeled with a two support, two degree of freedom (TDF) system to investigate the importance of traveling wave excitation. Measured structural response was found to correlate better with either single degree of freedom or TDF calculated response than with peak ground motion when excitation frequency varies greatly. | |
| publisher | American Society of Civil Engineers | |
| title | One and Two Support Models for Blast Response | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 6 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1984)110:6(675) | |
| tree | Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 006 | |
| contenttype | Fulltext | |
