| contributor author | M. D. Trifunac | |
| contributor author | M. I. Todorovska | |
| date accessioned | 2017-05-08T20:38:12Z | |
| date available | 2017-05-08T20:38:12Z | |
| date copyright | September 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9410%281996%29122%3A9%28725%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21934 | |
| description abstract | Peak ground accelerations recorded during the Northridge, California, earthquake of January 17, 1994 are described in relation to the observed, nonlinear soil response. Four attenuation relationships were developed specifically for this earthquake, for horizontal and vertical motions, and for “soft” and “hard” soil conditions. The results show that, within 20 km from the epicenter, seven (possibly 10) stations with “soft” soil conditions recorded smaller horizontal peak accelerations than expected. No such trend could be detected for the vertical motions. At the “soft” sites, where a reduction of peak horizontal acceleration was observed, the peak strains were larger than 10 | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Soil Response— 1994 Northridge, California, Earthquake | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 9 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1996)122:9(725) | |
| tree | Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 009 | |
| contenttype | Fulltext | |
