Seismic Performance Factors of Elliptic-Braced Frames with Rotational Friction Dampers through IDA

Author:

Ghasemi Jouneghani Habib1,Nouri Younes2,Mortazavi Mina3,Haghollahi Abbas4ORCID,Memarzadeh Parham5ORCID

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, Shahid Rajaee Teacher Training Univ., P. O. Box 16785-163, Lavizan, Tehran, Iran.

2. Postgraduate Researcher, Dept. of Civil Engineering, Ferdowsi Univ. of Mashhad, Azadi Square, P. O. Box 9177948974, Mashhad, Razavi Khorasan Province, Iran.

3. Senior Lecturer, School of Civil and Environmental Engineering, Univ. of Technology Sydney, 15 Broadway, P. O. Box 123, Ultimo, NSW 2007, Australia.

4. Associate Professor, Dept. of Civil Engineering, Shahid Rajaee Teacher Training Univ., P. O. Box 16785-163, Lavizan, Tehran, Iran (corresponding author). ORCID: .

5. Associate Professor, Dept. of Civil Engineering, Najafabad Branch, Islamic Azad Univ., Najafabad 8514143131, Iran. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference74 articles.

1. Seismic response of MRFs with partially-restrained bolted beam-to-column connections through FE analyses

2. Center PEER. 2000. Strong ground motion database. Berkeley, CA: Univ. of California.

3. Performance evaluation of a nonlinear energy sink with quasi-zero stiffness property for vertical vibration control;Chen P.;J. Eng. Struct.,2023

4. NUMERICAL STUDY OF BLAST-RESISTANT SANDWICH PANELS WITH ROTATIONAL FRICTION DAMPERS

5. Chopra, A. K. 2007. Dynamics of structures: Theory and applications to earthquake engineering. Upper Saddle River, NJ: Pearson Prentice Hall.

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