Next Session: January 8, 2025
Seismic Design – Appropriate Implementation of the Overstrength Omega o Factor (12:30pm – 2pm Eastern)
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Seismic Design – Appropriate Implementation of the Overstrength Omega o Factor (12:30pm – 2pm Eastern)
On January 14, 1994, a M6.7 earthquake hit Southern California causing over $10 billion of damage. One of the most unexpected types of structural damage from the Northridge earthquake occurred in steel moment resisting frames. Subsequently, the SAC Steel Project investigations led to the development of a series of guidelines documents for use by practicing engineers. Many of the recommendations were incorporated into the AISC Seismic Provisions, and are now required for projects in the U.S. and widely used in many other countries throughout the world. During this session, James O. Malley from Degenkolb Engineers focused on the damage caused by the Northridge Earthquake, the response by the SAC Steel Project, and the resultant changes to the seismic design of steel structures.
Session Length: 1.5 Hours
Current SE University subscribers can access the recording in their SEU Resource Center account. Please use the link below to view the session page in the SEU Session Library.
SEU is a program of SE Solutions, LLC. SE Solutions, LLC is not an educational institution, but rather provides continuing education to structural engineers.