The Plastic Deformation Capacity of Structural Steel Members under Seismic Action
The paper describes a calculus procedure to determine the elastic--plastic rotation capacity of steel structural members. The rotation capacity calculus is very important for the design of steel structures exposed to seismic action. The calculus procedure is based on the equivalent elastic--plastic...
| Published in: | Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2007-01-01
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| Subjects: | |
| Online Access: | http://www.ce.tuiasi.ro/~bipcons/Archive/82.pdf |