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Damage Compliant Inelastic Design Parameters for Performance-Based-Seismic-Design of Slender RC Columns
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PI(s): Rigoberto Burgueno, Pedro Silva
Dates: NSF - n/a - 1000549 (view)
Facility: Michigan State University, MI, United States
Organization(s): George Washington University, DC, United States
Michigan State University, MI, United States
Description:
Website(s): Spread of Plasticity in Slender Reinforced Concrete Columns (view)