Structural Engineering and Mechanics

Volume 97, Number 5, 2026, pages 643-666

DOI: 10.12989/sem.2026.97.5.643

Performance assessment and fragility analysis of base-isolated steel frames with semi-rigid connections

Said H. Boukhalkhal , Soumia Taleb , Abd Nacer T. Ihaddoudène , Abdallah Y. Rahmani

Abstract

This research presents a numerical study to investigate the influence of node flexibility on the seismic performance and fragility of medium- to high-rise base-isolated buildings. A computational program was also developed to design the isolator bearings used in the models, enabling a comprehensive evaluation of both structural response and isolation performance. The results confirm that seismic isolation effectively reduces inter-story drifts and minimizes both structural and non-structural damage. Moreover, semi-rigid connections were found to increase target displacements up to twice those of rigid connections while reducing shear forces by approximately 30%. The study further indicates that isolation systems are particularly effective for low- and medium-rise structures, whereas taller buildings may experience a risk of shear failure at the bearing supports, where semi-rigid connections can provide a more favorable solution. Overall, the findings offer valuable insights into the interplay between node flexibility and seismic isolation, highlighting both the advantages and limitations of these strategies for enhancing the seismic resilience of medium- to high-rise buildings.

Key Words

base-isolated structures; fragility analysis; HRB isolator; pushover analysis; semi-rigid connections

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