Conference Proceedings → Incorporation of Full-Scale Testing and Nonlinear Connection Analyses into the Seismic Upgrade of a 15-Story Steel Moment Frame Building
Incorporation of Full-Scale Testing and Nonlinear Connection Analyses into the Seismic Upgrade of a 15-Story Steel Moment Frame Building
Author: James O. Malley

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(2009 NASCC) Session X3: Seismic Upgrade of a 15-Story Steel Moment Frame Building: Satisfying Performance Criteria with Application of Experimental and Advanced Analytical Procedures