메뉴 건너뛰기




Volumn 11, Issue 2, 2007, Pages 211-226

Performance-based seismic retrofit strategy for existing reinforced concrete frame systems using fiber-reinforced polymer composites

Author keywords

Beam columns; Concrete, reinforced; Fiber reinforced polymers; Frames; Retrofitting

Indexed keywords

BEAMS AND GIRDERS; NONLINEAR SYSTEMS; REINFORCED CONCRETE; RETROFITTING; SEISMIC DESIGN; SHEAR DEFORMATION; SHEAR STRENGTH;

EID: 33947310437     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2007)11:2(211)     Document Type: Article
Times cited : (119)

References (34)
  • 1
    • 8644292075 scopus 로고    scopus 로고
    • Analysis of FRP-strengthened RC beam-column joints.
    • Antonopoulos, C. P., and Triantafillou, T. C. (2002). " Analysis of FRP-strengthened RC beam-column joints.. " J. Compos. Constr. 6 (1), 41-51.
    • (2002) J. Compos. Constr. , vol.6 , Issue.1 , pp. 41-51
    • Antonopoulos, C.P.1    Triantafillou, T.C.2
  • 2
    • 3242810338 scopus 로고    scopus 로고
    • Experimental investigation on FRP-strengthened RC beam-column joints.
    • Antonopoulos, C. P., and Triantafillou, T. C. (2003). " Experimental investigation on FRP-strengthened RC beam-column joints.. " J. Compos. Constr. 7 (1), 39-43.
    • (2003) J. Compos. Constr. , vol.7 , Issue.1 , pp. 39-43
    • Antonopoulos, C.P.1    Triantafillou, T.C.2
  • 3
    • 0028498212 scopus 로고
    • Seismic resistance of R. C. frame structures designed only for gravity loads: Experimental performance of subassemblages.
    • Aycardi, L. E., Mander, J. B., and Reinhorn, A. M. (1994). " Seismic resistance of R. C. frame structures designed only for gravity loads: Experimental performance of subassemblages.. " ACI Struct. J. 91 (5), 552-563.
    • (1994) ACI Struct. J. , vol.91 , Issue.5 , pp. 552-563
    • Aycardi, L.E.1    Mander, J.B.2    Reinhorn, A.M.3
  • 4
    • 0012781304 scopus 로고    scopus 로고
    • Implications of experimental on the seismic behaviour of gravity load designed RC beam-column connections.
    • Beres, A., Pessiki, S., White, R., and Gergely, P. (1996). " Implications of experimental on the seismic behaviour of gravity load designed RC beam-column connections.. " Earthquake Spectra 12 (2), 185-198.
    • (1996) Earthquake Spectra , vol.12 , Issue.2 , pp. 185-198
    • Beres, A.1    Pessiki, S.2    White, R.3    Gergely, P.4
  • 5
    • 0036872273 scopus 로고    scopus 로고
    • Seismic behavior of non-seismically detailed interior beam-wide column joints. Part I: Experimental results and observed behavior.
    • Bing, L., Yiming, W., and Tso-Chien, P. (2002). " Seismic behavior of non-seismically detailed interior beam-wide column joints. Part I: Experimental results and observed behavior.. " ACI Struct. J. 99 (6), 791-802.
    • (2002) ACI Struct. J. , vol.99 , Issue.6 , pp. 791-802
    • Bing, L.1    Yiming, W.2    Tso-Chien, P.3
  • 6
    • 0036014395 scopus 로고    scopus 로고
    • Relevance of beam-column damage and collapse in RC frame assessment.
    • Calvi, G. M., Magenes, G., and Pampanin, S. (2002a). " Relevance of beam-column damage and collapse in RC frame assessment.. " J. Earthquake Eng. 6 (1), 75-100
    • (2002) J. Earthquake Eng. , vol.6 , Issue.1 , pp. 75-100
    • Calvi, G.M.1    Magenes, G.2    Pampanin, S.3
  • 7
    • 84873892797 scopus 로고    scopus 로고
    • Experimental test on a three storey R. C. frame designed for gravity only.
    • Calvi, G. M., Magenes, G., and Pampanin, S. (2002b). " Experimental test on a three storey R. C. frame designed for gravity only.. " 12th ECEE, London, Paper No. 727.
    • (2002) 12th ECEE
    • Calvi, G.M.1    Magenes, G.2    Pampanin, S.3
  • 8
    • 0029276721 scopus 로고
    • Model for predicting cyclic behavior of reinforcing steel.
    • Dodd, L. L., and Restrepo, J. I. (1995). " Model for predicting cyclic behavior of reinforcing steel.. " J. Struct. Eng. 121 (3), 433-445.
    • (1995) J. Struct. Eng. , vol.121 , Issue.3 , pp. 433-445
    • Dodd, L.L.1    Restrepo, J.I.2
  • 9
    • 0034235980 scopus 로고    scopus 로고
    • Implementation and testing of passive control devices based on shape memory alloys.
    • Dolce, M., Cardone, D., and Marnetto, R. (2000). " Implementation and testing of passive control devices based on shape memory alloys.. " Earthquake Eng. Struct. Dyn. 29 (7), 945-968.
    • (2000) Earthquake Eng. Struct. Dyn. , vol.29 , Issue.7 , pp. 945-968
    • Dolce, M.1    Cardone, D.2    Marnetto, R.3
  • 10
    • 25144467275 scopus 로고    scopus 로고
    • Externally bonded FRP reinforcement for RC structures
    • Federation International du Beton (FIB)
    • Federation International du Beton (FIB). (2001). " Externally bonded FRP reinforcement for RC structures.. " FIB Bulletin No. 14, Lausanne.
    • (2001) FIB Bulletin
  • 11
    • 33947311018 scopus 로고    scopus 로고
    • Retrofitting of concrete structures by externally bonded FRPs with emphasis on seismic applications
    • Federation International du Beton (FIB)
    • Federation International du Beton (FIB). (2006). " Retrofitting of concrete structures by externally bonded FRPs with emphasis on seismic applications.. " FIB Bulletin No. 35, Lausanne.
    • (2006) FIB Bulletin
  • 12
    • 0345027642 scopus 로고    scopus 로고
    • Bridge pier retrofit using fiber reinforced plastic composites.
    • Gergely, J., Pantelides, C. P., Nuismer, R. J., and Reaveley, L. D. (1998). " Bridge pier retrofit using fiber reinforced plastic composites.. " J. Compos. Constr. 2 (4), 165-174.
    • (1998) J. Compos. Constr. , vol.2 , Issue.4 , pp. 165-174
    • Gergely, J.1    Pantelides, C.P.2    Nuismer, R.J.3    Reaveley, L.D.4
  • 13
    • 0034187739 scopus 로고    scopus 로고
    • Shear strengthening of RC T-joints using CFRP composites.
    • Gergely, J., Pantelides, C. P., and Reaveley, L. D. (2000). " Shear strengthening of RC T-joints using CFRP composites.. " J. Compos. Constr. 4 (2), 56-64.
    • (2000) J. Compos. Constr. , vol.4 , Issue.2 , pp. 56-64
    • Gergely, J.1    Pantelides, C.P.2    Reaveley, L.D.3
  • 14
    • 0033993254 scopus 로고    scopus 로고
    • Seismic load tests on interior and exterior beam-column joints with substandard reinforcing details.
    • Hakuto, S., Park, R., and Tanaka, H. (2000). " Seismic load tests on interior and exterior beam-column joints with substandard reinforcing details.. " ACI Struct. J. 97 (1), 11-25.
    • (2000) ACI Struct. J. , vol.97 , Issue.1 , pp. 11-25
    • Hakuto, S.1    Park, R.2    Tanaka, H.3
  • 17
    • 0024065683 scopus 로고
    • Theoretical stress-strain model for confined concrete.
    • Mander, J. B., Priestley, M. J. N., and Park, R. (1988). " Theoretical stress-strain model for confined concrete.. " J. Struct. Eng. 114 (8), 1804-1826.
    • (1988) J. Struct. Eng. , vol.114 , Issue.8 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 19
    • 0000331116 scopus 로고    scopus 로고
    • Design aspects of concrete structures strengthened with externally bonded CFRP-plates, concrete+composites.
    • Neubauer, U., and Rostásy, F. S. (1997). " Design aspects of concrete structures strengthened with externally bonded CFRP-plates, concrete+composites.. " 7th Int. Conf. Structural Faults and Repair, Vol. 2, 109-118.
    • (1997) 7th Int. Conf. Structural Faults and Repair , vol.2 , pp. 109-118
    • Neubauer, U.1    Rostásy, F.S.2
  • 20
    • 4944241643 scopus 로고    scopus 로고
    • Seismic behaviour of R. C. beam-column joints designed for gravity loads.
    • London, Paper No. 726.
    • Pampanin, S., Calvi, G. M., and Moratti, M. (2002). " Seismic behaviour of R. C. beam-column joints designed for gravity loads.. " 12th ECEE, London, Paper No. 726.
    • (2002) 12th ECEE
    • Pampanin, S.1    Calvi, G.M.2    Moratti, M.3
  • 23
    • 33746082139 scopus 로고    scopus 로고
    • Development and validation of a haunch metallic seismic retrofit solution for existing under-designed RC frame buildings.
    • Pampanin, S., Christopoulos, C., and Chen, T-H. (2006). " Development and validation of a haunch metallic seismic retrofit solution for existing under-designed RC frame buildings.. " Earthquake Eng. Struct. Dyn. 35 (14), 1739-1766.
    • (2006) Earthquake Eng. Struct. Dyn. , vol.35 , Issue.14 , pp. 1739-1766
    • Pampanin, S.1    Christopoulos, C.2    Chen, T.-H.3
  • 24
    • 0028406561 scopus 로고
    • On earthquake-resistance reinforced concrete frame connections.
    • Pantazopoulou, S. J., and Bonacci, J. F. (1994). " On earthquake-resistance reinforced concrete frame connections.. " Can. J. Civ. Eng. 21, 307-328.
    • (1994) Can. J. Civ. Eng. , vol.21 , pp. 307-328
    • Pantazopoulou, S.J.1    Bonacci, J.F.2
  • 26
    • 0035998799 scopus 로고    scopus 로고
    • A summary of results of simulated seismic load tests on reinforced concrete beam-column joints, beams and columns with substandard reinforcing details.
    • Park, R. (2002). " A summary of results of simulated seismic load tests on reinforced concrete beam-column joints, beams and columns with substandard reinforcing details.. " J. Earthquake Eng. 6 (2), 1-27.
    • (2002) J. Earthquake Eng. , vol.6 , Issue.2 , pp. 1-27
    • Park, R.1
  • 27
    • 21744439092 scopus 로고    scopus 로고
    • Displacement-based seismic assessment of reinforced concrete buildings.
    • Priestley, M. J. N. (1997). " Displacement-based seismic assessment of reinforced concrete buildings.. " J. Earthquake Eng. 1 (1), 157-192.
    • (1997) J. Earthquake Eng. , vol.1 , Issue.1 , pp. 157-192
    • Priestley, M.J.N.1
  • 29
    • 33947331648 scopus 로고    scopus 로고
    • Regio Decreto. (1939). 16 November-XVIII, n. 2228 (in Italian)
    • Regio Decreto. (1939). 16 November-XVIII, n. 2228 (in Italian).
  • 31
    • 0032637980 scopus 로고    scopus 로고
    • FRP-confined concrete model.
    • Spoelstra, M. R., and Monti, G. (1999). " FRP-confined concrete model.. " J. Compos. Constr. 3 (3), 143-150.
    • (1999) J. Compos. Constr. , vol.3 , Issue.3 , pp. 143-150
    • Spoelstra, M.R.1    Monti, G.2
  • 32
    • 0141509502 scopus 로고    scopus 로고
    • State of the art in techniques for rehabilitation of buildings.
    • Mexico, Paper No. 2175.
    • Sugano, S. (1996) " State of the art in techniques for rehabilitation of buildings.. " Proc., 11th World Conf. on Earthquake Engineering, Acapulco, Mexico, Paper No. 2175.
    • (1996) Proc., 11th World Conf. on Earthquake Engineering
    • Sugano, S.1
  • 33
    • 13844302268 scopus 로고    scopus 로고
    • Pre-seismic and post-seismic strengthening of reinforced concrete structural subassemblages using composite materials (FRP).
    • Greece
    • Tsonos, A. D., and Stylianidis, K. A. (1999). " Pre-seismic and post-seismic strengthening of reinforced concrete structural subassemblages using composite materials (FRP).. " Proc., 13th Hellenic Concrete Conference, Rethymno, Greece, 1, 455-466 (in Greek).
    • (1999) Proc., 13th Hellenic Concrete Conference , vol.1 , pp. 455-466
    • Tsonos, A.D.1    Stylianidis, K.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.