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비내진 철근콘크리트 건축물의 FRP 재킷에 대한 내진보강 설계 전략
Seismic Retrofit Scheme of FRP Column Jacketing System for Non-Seismic RC Building Frame 원문보기

한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.27 no.6, 2023년, pp.293 - 301  

황희진 (경상국립대학교 건축공학과) ,  김혜원 (국립재난안전연구원 지진방재센터) ,  오근영 (한국건설기술연구원 건축연구본부) ,  신지욱 (경상국립대학교 건축공학과)

Abstract AI-Helper 아이콘AI-Helper

Existing reinforced concrete buildings with seismically deficient details have premature failure under earthquake loads. The fiber-reinforced polymer column jacket enhances the lateral resisting capacities with additional confining pressures. This paper aims to quantify the retrofit effect varying t...

주제어

참고문헌 (47)

  1. Hoffmann GW, Kunnath SK, Reinhorn AM, Mander JB. Gravityload-designed reinforced concrete buildings: Seismic evaluation of?existing construction and detailing strategies for improved seismic?resistance. National Center for Earthquake Engineering Research,?State University of New York at Buffalo, Tech. Rep. c1992:92-0016. 

  2. Wright TR. Full-scale s eismic tes ting of a reinforced concrete?moment frame using mobile shakers. PhD thesis. Atlanta, GA (US):?Georgia Institute of Technology; c2015. 

  3. Luccioni BM, L?pez DE, Danesi RF. Bond-slip in reinforced?concrete elements. J Struct Eng. 2005;131(11):1690-1698. 

  4. Sause R, Harries KA, Walkup SL, Pessiki S, Ricles JM. Flexural?behavior of concrete columns retrofitted with carbon fiber?reinforced polymer jackets. ACI Struct J. 2004;101(5):708-716. 

  5. Haroun MA, Elsanadedy HM. Fiber-reinforced plastic jackets for?ductility enhancement of reinforced concrete bridge columns with?poor lap-splice detailing. J Bridge Eng. 2005;10(6):749-757. 

  6. Shin J, Scott DW, Stewart LK, Yang C-S, Wright TR, DesRoches R.?Dynamic res pons e of a full-s cale reinforced concrete building?frame retrofitted with FRP column jackets. Eng Struct. 2016;?125:244-253. 

  7. Shin J, Jeon J-S, Wright TR. Seismic mobile shaker testing of?full-scale RC building frames with high-strength NSM-FRP hybrid?retrofit system. Compos Struct. c2019;226:111207. 

  8. Shin J. Forced Vibration Tes ting of Full-s cale Non-s eis mic?Reinforced Concrete Frame Structure Retrofitted Using FRP?Jacketing System. J Earthquake Eng. 2018;22(5):281-289. 

  9. Mohammed AA, Manalo AC, Ferdous W, Zhuge Y, Vijay PV,?Alkinani AQ, Fam A. State-of-the-art of prefabricated FRP?composite jackets for structural repair. Eng Sci Tech, An Int J.?2020;23(5):1244-1258. 

  10. He R, Yang Y, Sneed LH. Seismic repair of reinforced concrete?bridge columns: review of research findings. J Bridge Eng. 2015;?20(12):04015015. 

  11. Yang Y, Sneed L, Saiidi MS, Belarbi A, Ehsani Mo, He R. Emergency?repair of an RC bridge column with fractured bars using externally?bonded prefabricated thin CFRP laminates and CFRP strips. Compos?Struct. 2015;133:727-738. 

  12. He R, Yang Y, Sneed LH. Post-repair seismic assessment of RC?bridges damaged with fractured column bars-a numerical approach.?Eng Struct. 2016;112:100-113. 

  13. Shin J, Jeon J, Kim J. Numerical Column Model for Damaged?Non-ductile Reinforced Concrete Frame Repaired Using FRP?Jacketing System, J Earthquake Eng. 2018;22(5):291-298. 

  14. Bracci JM, Reinhom AM, Mander JB. Seis mic res is tance of?reinforced concrete frame structures designed for gravity loads:?performance of structural system. ACI Struct J. 1995;92(5):597-609. 

  15. Bracci JM, Reinhorn AM, Mander JB. Seismic retrofit of reinforced?concrete buildings designed for gravity loads: performance of?structural model. ACI Struct J. 1995;92(6):711-723. 

  16. El-Attar AG, White RN, Gergely P. Behavior of gravity load?designed reinforced concrete buildings subjected to earthquake. ACI?Struct J. 1997;94(2):133-145. 

  17. Mander JB, Priestley MJN, Park R. Observed stress-strain behavior?of confined concrete. ASCE J Struct Eng. 1988;114(8):1827-1849. 

  18. Xiao Y, Wu H. Compressive behavior of concrete confined by carbon?fiber composite jackets. J Mater Civil Eng. 2000;12(2):139-146. 

  19. Kim H, Hong W, Lee H. The Flexural Behavior of a Square Concrete?Filled Carbon Tube Columns under the Constant Axial Force with?Reversed Cyclic Lateral Load. J Earthquake Eng. 2004;8(4):1-10. 

  20. Haroun MA, Mosallam AS, Feng MQ, Elsanadedy HM. Experimental?investigation of seismic repair and retrofit of bridge columns by?composite jackets. J Reinf Plast Compos. 2003;22(14):1243-1268. 

  21. Livermore Software Technology Corporation. LS-DYNA Keyword?User's Manual Version 971/R7.0. Livermore, CA (US); c2013. 

  22. Shin J, Stewart LK, Yang C-S, Scott DW. Implementation of bond-slip?performance models in the analyses of non-ductile reinforced concrete?frames under dynamic loads. J Earthquake Eng. 2020;24(1):129-154. 

  23. Seible F, Priestley MJN, Hegemier GA, Innamorato D. Seismic retrofit?of RC columns with continuous carbon fiber jackets. J Compos Constr.?1997;1(2):52-62. 

  24. Ma R, Xiao Y, Li KN. Full-scale testing of a parking structure column?retrofitted with carbon fiber reinforced composites. J Construct?Building Mater. 2000;14(2):63-71. 

  25. ElGawady M, Endeshaw M, McLean D, Sack R. Retrofitting of?rectangular columns with deficient lap splices. J Compos Constr.?2010;14(1):22-35. 

  26. Li G, Kidane S, Pang S-S, Helms JE, Stubblefield MA. Investigation into?FRP repaired RC columns. Compos Struct. 2003;62(1):83-89. 

  27. Berthet JF, Ferrier E, Hamelin P. Compressive behavior of concrete?externally confined by composite jackets. Part A: experimental study.?Constr Build Mater. 2005;19(3):223-232. 

  28. Ozbakkaloglu T. Compressive behavior of concrete-filled FRP tube?columns: Assessment of critical column parameters. Eng Struct.?2013;51:188-199. 

  29. Mohammed AA, Manalo AC, Maranan GB, Zhuge Y, Vijay PV.?Comparative study on the behaviour of different infill materials for?pre-fabricated fibre composite repair systems. Constr Build Mater.?2018;172:770-780. 

  30. Shin J, Jeon JS, Wright TR. Full-Scale Shaker Testing of Non-Ductile?RC Frame Structure Retrofitted Using High-Strength Near Surface?Mounted Rebars and Carbon FRP Sheets. Journal of the Earthquake?Engineering Society of Korea. 2019;23(1):43-54. 

  31. ACI Committee 318. Building code requirements for reinforced?concrete. ACI 318-63, Farmington Hills, Americal Concrete Institute,?Detroit, MI (US); c1963. 

  32. Shin J, Stewart LK, Yang CS, Scott DW. Implementation of?Bond-Slip Performance Models in the Analyses of Non-Ductile?Reinforced Concrete Frames Under Dynamic Loads. Journal of Earthquake Engineering. 2020;24(1):129-154. 

  33. ATC-40. Seismic Evaluation and Retrofit of Concrete Building.?Applied Technology Council (ATC), Redwood City, CA (US); c1996. 

  34. FEMA-274. NEHRP Commentary on the Guidelines for the Seismic?Rehabilitation of Buildings. Rep. No. FEMA-274, Federal Emergency?Management Agency (FEMA): Washington, DC(US); c1997. 

  35. Freeman SA, Nicoletti JP, Tyrell JV. Evaluations of existing?buildings for seismic risk-A case study of Puget Sound Naval?Shipyard, Bremerton, Washington. Proceedings of the 1st U.S.?National Conference on Earthquake Engineering, 1975;113-122. 

  36. FEMA-356. Pre-standard and commentary for the seismic?rehabilitation of buildings, prepared by ASCE. Rep. No. FEMA-356,?Federal Emergency Management Agency (FEMA): Washington,?DC(US); c2000. 

  37. Park YJ, Ang A HS, Wen YK. Damage-limiting a seismic design of?buildings. Earthquake Spectra. 1987;3(1):1-26. 

  38. Kunnath SK, Reinhorn AM, Park YJ. Analytical modeling of?inelastic seismic response of R/C structures. J Struct Eng. 1990;?116(4):996-1017. 

  39. Jeong SH. Experimental and analytical seismic assessment of?buildings with plan irregularities . Univers ity of Illinois at?Urbana-Champaign; c2005. 

  40. Guneyisi EM, Altay G. Seismic fragility assessment of effectiveness?of viscous dampers in R/C buildings under scenario earthquakes.?Struct Saf. 2008;30(5):461-480. 

  41. Seifi A, Hosseini A, Marefat MS, Zareian MS. Improving seismic?performance of old-type RC frames using NSM technique and FRP?jackets. Eng Struct. 2017;147:705-723. 

  42. Kim J. Energy-Based Seismic Evaluation of Reinforced Concrete?Structures I - Flexural Components. 1999;3(3):33-44. 

  43. Shin J. Multi-hazard performance criteria for non-ductile?reinforced concrete frame buildings retrofitted with an FRP column?jacketing system. PhD thesis. Atlanta, GA (US): Georgia Institute?of Technology; c2017. 

  44. Shin J, Scott DW, Stewart LK, Jeon J-S. Multi-hazard assessment?and mitigation for seismically-deficient RC building frames using?artificial neural network models. Eng Struct. 2020;207:110204. 

  45. Lee CS, Hegemier GA, Phillippi DJ. Analytical model for fiberrein-forced polymer-jacketed square concrete columns in axial?compression. ACI Struct J. 2010;107(2):208-217. 

  46. Mirmiran A, Shahawy M, Samaan M, Echary HE, Mastrapa JC,?Pico O. Effect of column parameters on FRP-confined concrete. J?Compos Constr. 1998;2(4):175-185. 

  47. Spoelstra MR, Monti G. FRP-confined concrete model. J Compos?Constr. 1999;3(3):143-150. 

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