The established wind-moment method is a form of plastic design which requires beam-tocolumn connections to behave in a ductile manner. Standard details are therefore necessarily relatively flexible, which affects both serviceability and the stability of such frames. This paper reports a study on the
โฆ LIBER โฆ
Improved ductility in seismic steel moment frames with dogbone connections
โ Scribed by Charles J Carter; Nestor R Iwankiw
- Book ID
- 104290057
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 64 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0143-974X
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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