| contributor author | F. C. Schroeder | |
| contributor author | R. A. Day | |
| contributor author | D. M. Potts | |
| contributor author | T. I. Addenbrooke | |
| date accessioned | 2017-05-08T21:32:00Z | |
| date available | 2017-05-08T21:32:00Z | |
| date copyright | January 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291532-3641%282007%297%3A1%2844%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/55089 | |
| description abstract | In the finite-element analysis of soil-structure interaction problems, shell elements are important to model structural components such as tunnel linings or sheet pile walls. In this paper the development, implementation, and testing of a curved quadrilateral isoparametric shear deformable shell element are presented. An overriding concern in the analysis of soil-structure interaction problems is the | |
| publisher | American Society of Civil Engineers | |
| title | Quadrilateral Isoparametric Shear Deformable Shell Element for Use in Soil-Structure Interaction Problems | |
| type | Journal Paper | |
| journal volume | 7 | |
| journal issue | 1 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2007)7:1(44) | |
| tree | International Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 001 | |
| contenttype | Fulltext | |
