Seismic Performance of Steel Frames with Semirigid Connections
The nonlinear stiffness matrix method was incorporated to investigate the structural performance of steel portal frames with semirigid connections. A portal frame with unstiffened extended end-plate connection was designed to demonstrate the adequacy of the proposed method. Besides, the seismic perf...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Hindawi Limited
2017
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| Subjects: | |
| Online Access: | http://eprints.utm.my/74911/1/ImanFaridmehr_SeismicPerformanceofSteelFrames.pdf |