| contributor author | Giorgio Monti | |
| contributor author | Camillo Nuti | |
| contributor author | Paolo E. Pinto | |
| date accessioned | 2017-05-08T20:56:06Z | |
| date available | 2017-05-08T20:56:06Z | |
| date copyright | October 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9445%281996%29122%3A10%281147%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32339 | |
| description abstract | This work presents the results of an extensive numerical study on the nonlinear response of bridges subjected to multisupport seismic excitation. Bridges of varying stiffness and ductility have been designed both for nonsynchronous motion and, as in current engineering practice, for synchronous motion, and have been subsequently analyzed in the nonlinear range under nonsynchronous input motion. The purpose of the study has been to assess the effects on the peak inelastic response of bridge structures and the extent of validity of the force reduction factor ( | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Response of Bridges under Multisupport Excitation | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1996)122:10(1147) | |
| tree | Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 010 | |
| contenttype | Fulltext | |
