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Vertical post-tensioning

TSEC 75: Engineering Safer Skies With Performance-Based Seismic Design

April 14, 2022 By EMI

https://media.blubrry.com/engineeringcareercoach/traffic.libsyn.com/secure/thestructuralengineeringpodcast/TSEC075.mp3

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Performance-Based Seismic DesignIn this episode, we talk to Joe Maffei, SE, Ph.D., LEED AP, an internationally recognized expert on the seismic evaluation, design, and retrofitting of structures, about the SFO Air Traffic Control Tower, for which his company, Maffei Structural Engineering, also received an excellence award. He talks about their involvement in the project and how they designed the first-ever control tower that used a nonlinear analysis performance-based seismic design.

Engineering Quotes:

Performance-Based Seismic Design

Performance-Based Seismic Design

Here Are Some of the Questions We Ask Joe:

[Read more…] about TSEC 75: Engineering Safer Skies With Performance-Based Seismic Design

Filed Under: TSEC-The Structural Engineering Channel Tagged With: buckling restraint bases, building code, controlled non-linear behavior, Joe Maffei, Maffeis Engineering, Mid-height seismic isolation, Non-linear analysis, Performance-Based Seismic Design, prescriptive designs, reduce shear deformation, reducing the costs of a project, reliable performance in a seismic event, San Andreas Fault, SFO Air Traffic Control Tower, unbonded vertical post-tensioning, Vertical post-tensioning

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