One-Story Three-Dimensional Frame Structures Behavior Strengthened with External Shear Wall under Cyclic Loading: An Experimental Study

KÜÇÜKGÖNCÜ H., ALTUN F.

JOURNAL OF EARTHQUAKE ENGINEERING, cilt.26, sa.14, ss.7384-7407, 2022 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 26 Sayı: 14
  • Basım Tarihi: 2022
  • Doi Numarası: 10.1080/13632469.2021.1964642
  • Dergi Adı: JOURNAL OF EARTHQUAKE ENGINEERING
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Academic Search Premier, Aerospace Database, Communication Abstracts, Compendex, INSPEC, Metadex, Civil Engineering Abstracts
  • Sayfa Sayıları: ss.7384-7407
  • Anahtar Kelimeler: Cyclic loading, exterior shear wall, structural behavior, strengthening, three-dimensional frame, RC FRAMES, VULNERABILITY ASSESSMENT, SEISMIC PERFORMANCE, EARTHQUAKE, DAMAGE, COLUMNS, BUILDINGS, POLYMER, INFILLS
  • Abdullah Gül Üniversitesi Adresli: Evet

Özet

In this study, the seismic behaviors of strengthened three-dimensional frames, as in real-life structures, are presented. Three reinforced concrete (RC) frames, containing common structural deficiencies were constructed to represent existing older structures. The bare, damaged, and undamaged frames, strengthened by RC external shear walls with steel tie beams, were tested under a reversed cyclic load. The experimental results indicated that strengthening by external shear walls made significant contributions to the frames in lateral strength, stiffness, and energy dissipation capacity. This proposed method appears to be an efficient technique for strengthening structures in an effective, economical, and practical way.