Seismic performance evaluation of steel moment resisting frames through incremental dynamic analysis

• Published in: Journal of constructional steel research 2010-02, Vol.66 (2), p.178-190
• Main Authors: Asgarian, Behrouz, Sadrinezhad, Arezoo, Alanjari, Pejman
• Format: Article
• Language: English
• Subjects: Centerline model; Confidence level; IDA; Moment resisting frame; Panel zone; Performance based evaluation
• ISSN: 0143-974X; 1873-5983
• DOI: 10.1016/j.jcsr.2009.09.001

Earthquake hazards effect significant damage to structures and cause widespread failure throughout buildings. Moment resisting frames are widely used as lateral resisting systems when sufficient ductility is to be met. Generally three types of moment resisting frames are designed in practice namely Special, Intermediate and Ordinary Moment Frames, each of which has certain level of ductility. Comparative studies on the seismic performance of these three different types of structure are performed in this study. Analytical models of connections are employed including panel zone and beam to column joint model. Incremental dynamic analysis is then utilized to assess the structural dynamic behavior of the frames and to generate required data for performance based evaluations. Maximum annual probability of exceeding different limit states may reveal the superiority of a ductile structure in which a greater behavior factor is employed. Special moment resisting frames are expected to perform better once a certain level of ductility is to be met but the amount of superiority may be the subject of investigation especially from a performance based design standpoint.