In this study the progressive collapse potential of steel structures having WUFB, RBS, and WCPF connections was investigated considering the uncertainty in material properties such as yield strength, live load, and elastic modulus. The beam-end rotation was used as a member-level limit state for pro
β¦ LIBER β¦
Seismic analysis of MR steel frames based on refined hysteretic models of connections
β Scribed by G Della Corte; G De Matteis; R Landolfo; F.M Mazzolani
- Book ID
- 108402147
- Publisher
- Elsevier Science
- Year
- 2002
- Tongue
- English
- Weight
- 310 KB
- Volume
- 58
- Category
- Article
- ISSN
- 0143-974X
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