Nonlinear seismic analysis of steel frame with semi-rigid joints
The nonlinear seismic analysis of steel frame without diagonals is presented in the paper. The real behaviour of semi-rigid joints is taken into account through prior numerical simulation of the selected type of joint. The resulting bending moment and rotation curve is substituted with trilinear app...
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| 主要な著者: | , , |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
Croatian Association of Civil Engineers
2015-07-01
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| シリーズ: | Građevinar |
| オンライン･アクセス: | https://doi.org/10.14256/JCE.1139.2014 |
| タグ: |
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