Please use this identifier to cite or link to this item:
https://hdl.handle.net/10316/4022| Title: | Post-limit stiffness and ductility of end-plate beam-to-column steel joints | Authors: | Silva, L. Simões da Santiago, Aldina Vila Real, Paulo |
Keywords: | Steel joints; Steel structures; Ductility; Component method; Post-limit stiffness | Issue Date: | 2002 | Citation: | Computers & Structures. 80:5-6 (2002) 515-531 | URI: | https://hdl.handle.net/10316/4022 | DOI: | 10.1016/S0045-7949(02)00014-7 | Rights: | openAccess |
| Appears in Collections: | FCTUC Eng.Civil - Artigos em Revistas Internacionais |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Post-limit stiffness and ductility.pdf | 785.93 kB | Adobe PDF | View/Open |
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