Abstract
The performance-based design process (PBSD) begins with the identification of one or more performance objectives. A performance-based seismic design accurately predicts how the structure will perform under the assumed earthquake hazard. Recognizing and evaluating the structure's performance capacity is critical during the design process of performance-based design. This article examines performance-based seismic design concepts and nonlinear analysis of structural models. PBSD is a repeated process that begins with the selection of seismic performance objectives. Subsequently, a variety of pushover analysis (POA) approaches are covered, and the merits and drawbacks of each are highlighted
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