| contributor author | Ronaldo I. Borja | |
| contributor author | Wen‐Hwa Wu | |
| date accessioned | 2017-05-08T20:37:23Z | |
| date available | 2017-05-08T20:37:23Z | |
| date copyright | September 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9410%281994%29120%3A9%281570%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21508 | |
| description abstract | The dynamic response of rigid foundations supported on a homogeneously nonlinear elastoplastic half‐space is investigated in the context of nonlinear finite‐element (FE) analysis. The constitutive equation for the half‐space is described by a bounding surface plasticity model with a vanishing elastic region. This model is based on a total stress formulation in which the plastic modulus is determined from an interpolated exponential hardening rule. The incompressibility constraint is handled via the mean dilatational formulation of the | |
| publisher | American Society of Civil Engineers | |
| title | Vibration of Foundations on Incompressible Soils with No Elastic Region | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 9 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1994)120:9(1570) | |
| tree | Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 009 | |
| contenttype | Fulltext | |
