Non-linear analysis of an integral bridge
This study describes the implementation of a 2‐D finite element model of an integral abutment bridge (IAB) system which explicitly incorporates the nonlinear soil response. The superstructure members have been represented by means of three‐node isoparametric beam elements with three degrees of freed...
| Autors principals: | , , , |
|---|---|
| Format: | Article |
| Idioma: | English English |
| Publicat: |
Taylor & Francis
2010
|
| Accés en línia: | http://psasir.upm.edu.my/id/eprint/15824/1/Non-linear%20analysis%20of%20an%20integral%20bridge.pdf |