| contributor author | Shuji | |
| contributor author | Tamura | |
| contributor author | Takenori | |
| contributor author | Hida | |
| date accessioned | 2017-05-08T22:07:06Z | |
| date available | 2017-05-08T22:07:06Z | |
| date copyright | September 2014 | |
| date issued | 2014 | |
| identifier other | 29456956.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71696 | |
| description abstract | A pseudostatic analysis, based on the beam on nonlinear Winkler-spring method considering the seismic earth pressure and side friction acting on embedded pile caps, was developed to estimate pile bending moments and shear forces. To verify the proposed method’s effectiveness, the authors conducted six dynamic centrifuge tests on a superstructure-footing model supported by | |
| publisher | American Society of Civil Engineers | |
| title | Pile Stress Estimation Based on Seismic Deformation Method with Embedment Effects on Pile Caps | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 9 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0001150 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 009 | |
| contenttype | Fulltext | |