Research map: Seismic performance of beam–column joint with replaceable fuse: an analytical and parametric study

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  1. A review of shape memory alloy research, applications and opportunities · Jaronie Mohd Jani · 2013 · 4101 citations · Cited by this paper
  2. Multi-scenario seismic fragility-based risk assessment of an ageing offshore jacket platform · 2026 · Related
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  11. State-of-the-Art Review of Metallic Dampers: Testing, Development and Implementation · Ahad Javanmardi · 2019 · 207 citations · Cited by this paper
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  13. Cyclic testing of replaceable damper: Earthquake-resilient prefabricated column-flange beam-column joint · Zi-Qin Jiang · 2019 · 160 citations · Cited by this paper
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  15. Free from damage beam-to-column joints: Testing and design of DST connections with friction pads · Massimo Latour · 2015 · 152 citations · Cited by this paper
  16. Effectiveness of macro fiber bond slip model responses of lap-spliced reinforced concrete columns · 2026 · Related
  17. Cyclic behavior of shear-and-flexural yielding metallic dampers · Dipti Ranjan Sahoo · 2015 · 144 citations · Cited by this paper
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  19. Building Control with Passive Dampers · Izuru Takewaki · 2009 · 126 citations · Cited by this paper
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  21. Experimental Study of Hysteretic Steel Damper for Energy Dissipation Capacity · Daniel Rumbi Teruna · 2015 · 109 citations · Cited by this paper
  22. Post-Northridge connections with slit dampers to enhance strength and ductility · Hamed Saffari · 2012 · 92 citations · Cited by this paper
  23. Development of a connection equipped with fuse angles for steel moment resisting frames · Xiuzhang He · 2022 · 72 citations · Cited by this paper
  24. Replaceable Fuses in Earthquake Resistant Steel Structures: A Review · M. Saravanan · 2018 · 64 citations · Cited by this paper
  25. Proposed Panel Zone Model for Seismic Design of Steel Moment-Resisting Frames · Andronikos Skiadopoulos · 2021 · 56 citations · Cited by this paper
  26. Cyclic behavior of seesaw energy dissipation system with steel slit dampers · Hiroshi Tagawa · 2015 · 55 citations · Cited by this paper
  27. Welded and Bolted Beam-to-Column Connections · Jelle Witteveen · 1982 · 34 citations · Cited by this paper
  28. Energy dissipative beam-column connection for earthquake resistant moment frames · M. Saravanan · 2020 · 32 citations · Cited by this paper
  29. Quasi-static and fatigue testing of earthquake-resilient steel joints with replaceable buckling-restrained links · Yulong Feng · 2021 · 32 citations · Cited by this paper
  30. Current Trends in Fluid Viscous Dampers with Semi-Active and Adaptive Behavior · Luca Zoccolini · 2023 · 32 citations · Cited by this paper
  31. The State-of-the-art review on development of replaceable fuse components in resilient moment resisting frame · Monedra Pratap · 2023 · 30 citations · Cited by this paper
  32. Experimental and finite element study of high-strength steel framed-tube structures with replaceable shear links under cyclic loading · Qianqian Cheng · 2020 · 27 citations · Cited by this paper
  33. Experimental investigation of moment resisting frames with perforated shear link · Seyed Rasoul Mirghaderi · 2021 · 25 citations · Cited by this paper
  34. Review and Assessment of Design Methodologies for Perforated Steel Beams · Vahid Akrami · 2015 · 23 citations · Cited by this paper
  35. Shape Optimization Study of Mild Steel Slit Dampers · Yan Hong Xu · 2010 · 19 citations · Cited by this paper
  36. Mechanical behavior and seismic control performance of a metallic torsional damper for flexible structures · Sheng Chen · 2024 · 18 citations · Cited by this paper
  37. Design of a fuse link beam-to-column connection for earthquake resistant moment frames · M. Saravanan · 2022 · 17 citations · Cited by this paper
  38. Numerical validation on novel replaceable reduced beam section connections for moment-resisting frames · Yasin Onuralp Özkılıç · 2023 · 17 citations · Cited by this paper
  39. Experimental investigation of slitted web steel moment resisting frame · Kiarash M. Dolatshahi · 2018 · 16 citations · Cited by this paper

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