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This paper presents a seismic assessment of a 35-story steel moment resisting frame building designed in 1968, focusing on its vulnerabilities and performance under earthquake conditions. Utilizing Performance Based Earthquake Engineering (PBEE) methodologies, the study reveals that the building does not meet recommended performance objectives and requires retrofitting to enhance its seismic resilience. The evaluation incorporates nonlinear response history analysis and damage and loss assessments, highligh

Author

ARSHAD

Language

EN