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...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Croatian Association of Civil Engineers
2015-07-01
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| Series: | Građevinar |
| Online Access: | https://doi.org/10.14256/JCE.1139.2014 |