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...
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| 主要な著者: | , , , |
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| フォーマット: | 論文 |
| 言語: | English English |
| 出版事項: |
Taylor & Francis
2010
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| オンライン･アクセス: | http://psasir.upm.edu.my/id/eprint/15824/1/Non-linear%20analysis%20of%20an%20integral%20bridge.pdf http://psasir.upm.edu.my/id/eprint/15824/ |
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