| contributor author | G. Gazetas | |
| contributor author | E. Garini | |
| contributor author | I. Anastasopoulos | |
| contributor author | T. Georgarakos | |
| date accessioned | 2017-05-08T21:46:31Z | |
| date available | 2017-05-08T21:46:31Z | |
| date copyright | December 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000189.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61942 | |
| description abstract | A numerical study is presented for a rigid block supported through a frictional contact surface on a horizontal or an inclined plane, and subjected to horizontal or slope-parallel excitation. The latter is described with idealized pulses and near-fault seismic records strongly influenced by forward-directivity or fling-step effects (from Northridge, Kobe, Kocaeli, Chi-Chi, Aegion). In addition to the well known dependence of the resulting block slippage on variables such as the peak base velocity, the peak base acceleration, and the critical acceleration ratio, our study has consistently and repeatedly revealed a profound sensitivity of both maximum and residual slippage: (1) on the sequence and even the details of the pulses contained in the excitation and (2) on the direction ( | |
| publisher | American Society of Civil Engineers | |
| title | Effects of Near-Fault Ground Shaking on Sliding Systems | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000174 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012 | |
| contenttype | Fulltext | |
