## Abstract Since the 1994 Northridge earthquake, major changes have occurred in US design and construction practice for seismic‐resistant steel moment connections. These changes, motivated by the widespread failure of welded moment‐resisting beam‐to‐column connections in the Northridge earthquake,
✦ LIBER ✦
Post‐Northridge Earthquake Seismic Steel Moment Connections
✍ Scribed by Popov, Egor P.; Balan, Toader A.; Yang, Tzong‐Shuoh
- Book ID
- 120346010
- Publisher
- Earthquake Engineering Research Institute
- Year
- 1998
- Tongue
- English
- Weight
- 920 KB
- Volume
- 14
- Category
- Article
- ISSN
- 8755-2930
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