메뉴 건너뛰기




Volumn 27, Issue 1, 2012, Pages 206-217

Seismic retrofit of square RC columns with polyethylene terephthalate (PET) fibre reinforced polymer composites

Author keywords

Ductility; Fibre reinforced polymer (FRP); Polyethylene terephthalate (PET) fibre; RC column; Seismic retrofit

Indexed keywords

DISPLACEMENT DUCTILITY; EXPERIMENTAL STUDIES; FIBRE REINFORCED POLYMER (FRP); FIBRE REINFORCED POLYMERS; FIBRE-REINFORCED POLYMER COMPOSITES; HIGH STRENGTH; HYSTERETIC RESPONSE; LATERAL DISPLACEMENTS; LATERAL LOADS; LONGITUDINAL STEEL; MATERIAL PROPERTY; RC COLUMN; SEISMIC RETROFITS; STEEL REINFORCEMENTS; TENSILE CAPACITY; TEST RESULTS; ULTIMATE LIMIT STATE;

EID: 80755163515     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2011.07.058     Document Type: Article
Times cited : (114)

References (30)
  • 1
    • 0030285619 scopus 로고    scopus 로고
    • Seismic strengthening of circular bridge pier models with fiber composites
    • H. Saadatmanesh, M.R. Ehsani, and L. Jin Seismic strengthening of circular bridge pier models with fiber composites ACI Struct J 93 6 1996 639 647
    • (1996) ACI Struct J , vol.93 , Issue.6 , pp. 639-647
    • Saadatmanesh, H.1    Ehsani, M.R.2    Jin, L.3
  • 3
    • 0031257717 scopus 로고    scopus 로고
    • Seismic retrofit of RC circular piers using prefabricated composite jacketing
    • Y. Xiao, and R. Ma Seismic retrofit of RC circular piers using prefabricated composite jacketing J Struct Eng ASCE 123 10 1997 1356 1364
    • (1997) J Struct Eng ASCE , vol.123 , Issue.10 , pp. 1356-1364
    • Xiao, Y.1    Ma, R.2
  • 4
    • 0033901674 scopus 로고    scopus 로고
    • Seismic retrofitting of expressed bridges in Japan
    • T. Ogata, and K. Osada Seismic retrofitting of expressed bridges in Japan Cem Concr Compos 22 2000 17 27
    • (2000) Cem Concr Compos , vol.22 , pp. 17-27
    • Ogata, T.1    Osada, K.2
  • 5
    • 0036461298 scopus 로고    scopus 로고
    • Confined concrete piers subjected to axial load, cyclic shear, and cyclic flexure - Part II: Experimental program
    • T.G. Harmon, N.C. Gould, S. Ramakrishnan, and E.H. Wang Confined concrete piers subjected to axial load, cyclic shear, and cyclic flexure - Part II: Experimental program ACI Struct J 99 1 2002 42 50
    • (2002) ACI Struct J , vol.99 , Issue.1 , pp. 42-50
    • Harmon, T.G.1    Gould, N.C.2    Ramakrishnan, S.3    Wang, E.H.4
  • 6
    • 0141563543 scopus 로고    scopus 로고
    • Experimental investigation of seismic repair and retrofit of bridge piers by composite jackets
    • M.A. Haroun, A.S. Mosallam, M.Q. Feng, and H.M. Elsanadedy Experimental investigation of seismic repair and retrofit of bridge piers by composite jackets J Reinf Plast Compos 22 14 2003 1243 1268
    • (2003) J Reinf Plast Compos , vol.22 , Issue.14 , pp. 1243-1268
    • Haroun, M.A.1    Mosallam, A.S.2    Feng, M.Q.3    Elsanadedy, H.M.4
  • 7
    • 13644272965 scopus 로고    scopus 로고
    • Seismic retrofit of hollow rectangular bridge piers
    • Y.L. Mo, Y.-K. Yeh, and D.M. Hsieh Seismic retrofit of hollow rectangular bridge piers J Compos Constr ASCE 8 1 2004 43 51
    • (2004) J Compos Constr ASCE , vol.8 , Issue.1 , pp. 43-51
    • Mo, Y.L.1    Yeh, Y.-K.2    Hsieh, D.M.3
  • 8
    • 5644235649 scopus 로고    scopus 로고
    • Flexural behavior of concrete piers retrofitted with carbon fiber-reinforced polymer jackets
    • R. Sause, K.A. Harrries, S.L. Walkup, S. Pessiki, and J.M. Ricles Flexural behavior of concrete piers retrofitted with carbon fiber-reinforced polymer jackets ACI Struct J 101-S70 2004 708 716
    • (2004) ACI Struct J , vol.101 S70 , pp. 708-716
    • Sause, R.1    Harrries, K.A.2    Walkup, S.L.3    Pessiki, S.4    Ricles, J.M.5
  • 9
    • 20544467303 scopus 로고    scopus 로고
    • Seismic design guidelines for squat composite-jacketed circular and rectangular reinforced concrete bridge piers
    • H.M. Elsanadedy, and M.A. Haroun Seismic design guidelines for squat composite-jacketed circular and rectangular reinforced concrete bridge piers ACI Struct J 102 4 2005 505 514
    • (2005) ACI Struct J , vol.102 , Issue.4 , pp. 505-514
    • Elsanadedy, H.M.1    Haroun, M.A.2
  • 10
    • 34247346065 scopus 로고    scopus 로고
    • Seismic upgrade with carbon fiber-reinforced polymer of columns containing lap-spliced reinforcing bars
    • K.K. Ghosh, and S.A. Sheikh Seismic upgrade with carbon fiber-reinforced polymer of columns containing lap-spliced reinforcing bars ACI Struct J 104 2 2007 227 236
    • (2007) ACI Struct J , vol.104 , Issue.2 , pp. 227-236
    • Ghosh, K.K.1    Sheikh, S.A.2
  • 11
    • 43249106579 scopus 로고    scopus 로고
    • Improving seismic performance of deficient reinforced concrete piers using carbon fiber-reinforced polymers
    • O. Ozcan, B. Binici, and G. Ozcebe Improving seismic performance of deficient reinforced concrete piers using carbon fiber-reinforced polymers Eng Struct 30 2008 1632 1646
    • (2008) Eng Struct , vol.30 , pp. 1632-1646
    • Ozcan, O.1    Binici, B.2    Ozcebe, G.3
  • 12
    • 0036461377 scopus 로고    scopus 로고
    • Seismic behavior of concrete columns confined with steel and fiber-reinforced polymers
    • S.A.G. Sheikh, and G. Yau Seismic behavior of concrete columns confined with steel and fiber-reinforced polymers ACI Struct J 99 1 2002 72 80
    • (2002) ACI Struct J , vol.99 , Issue.1 , pp. 72-80
    • Sheikh, S.A.G.1    Yau, G.2
  • 13
    • 0348134547 scopus 로고    scopus 로고
    • Retrofit of square concrete piers with carbon fiber-reinforced polymer for seismic resistance
    • R.D. Iacobucci, S.A. Sheihk, and O. Bayrak Retrofit of square concrete piers with carbon fiber-reinforced polymer for seismic resistance ACI Struct J 100 6 2003 785 794
    • (2003) ACI Struct J , vol.100 , Issue.6 , pp. 785-794
    • Iacobucci, R.D.1    Sheihk, S.A.2    Bayrak, O.3
  • 14
    • 1642358307 scopus 로고    scopus 로고
    • Load-deformation responses of slender reinforced concrete walls
    • L.M. Massone, and J.W. Wallace Load-deformation responses of slender reinforced concrete walls ACI Struct J 101 1 2004 103 113
    • (2004) ACI Struct J , vol.101 , Issue.1 , pp. 103-113
    • Massone, L.M.1    Wallace, J.W.2
  • 16
    • 80755137604 scopus 로고    scopus 로고
    • Seismic retrofit of bridge columns using fiber reinforced polymer composite shells and shape modification
    • Beijing, China; October 12-17
    • Yan Z, Pantelides CP, Reaveley LD. Seismic retrofit of bridge columns using fiber reinforced polymer composite shells and shape modification. In: Proceedings of the 14th world conference on earthquake engineering (in CD Rom), Beijing, China; October 12-17, 2008.
    • (2008) Proceedings of the 14th World Conference on Earthquake Engineering
    • Yan, Z.1    Pantelides, C.P.2    Reaveley, L.D.3
  • 17
    • 0036341477 scopus 로고    scopus 로고
    • New approach for usage of continuous fiber as non-metallic reinforcement of concrete
    • T. Ueda, and Y. Sato New approach for usage of continuous fiber as non-metallic reinforcement of concrete Struct Eng Int, Int Assoc Bridge Struct Eng (IABSE) 12 2 2002 111 116
    • (2002) Struct Eng Int, Int Assoc Bridge Struct Eng (IABSE) , vol.12 , Issue.2 , pp. 111-116
    • Ueda, T.1    Sato, Y.2
  • 18
    • 0141740673 scopus 로고    scopus 로고
    • New flexible system of transverse reinforcement for RC piers
    • R. Tuladhar, T. Utsunomiya, and T. Ueda New flexible system of transverse reinforcement for RC piers Adv Struct Eng 6 3 2003 216 230
    • (2003) Adv Struct Eng , vol.6 , Issue.3 , pp. 216-230
    • Tuladhar, R.1    Utsunomiya, T.2    Ueda, T.3
  • 19
    • 33749530664 scopus 로고    scopus 로고
    • Deformation capacity of RC piers wrapped by new fiber-reinforced polymer with large fracture strain
    • D. Anggawidjaja, T. Ueda, J.G. Dai, and H. Nakai Deformation capacity of RC piers wrapped by new fiber-reinforced polymer with large fracture strain Cem Concr Compos 28 2006 914 927
    • (2006) Cem Concr Compos , vol.28 , pp. 914-927
    • Anggawidjaja, D.1    Ueda, T.2    Dai, J.G.3    Nakai, H.4
  • 21
    • 79952289183 scopus 로고    scopus 로고
    • Hysteretic model for reinforced concrete columns including the effect of shear and axial load failure
    • H. Sezen, and T. Chowdhury Hysteretic model for reinforced concrete columns including the effect of shear and axial load failure J Struct Eng ASCE 135 2 2009 139 146
    • (2009) J Struct Eng ASCE , vol.135 , Issue.2 , pp. 139-146
    • Sezen, H.1    Chowdhury, T.2
  • 22
    • 9444280895 scopus 로고    scopus 로고
    • Degradation of shear strength of concrete members with inelastic cyclic displacements
    • D.E. Biskinis, G.K. Roupakias, and M.N. Fardis Degradation of shear strength of concrete members with inelastic cyclic displacements ACI Struct J 101 6 2004 773 783
    • (2004) ACI Struct J , vol.101 , Issue.6 , pp. 773-783
    • Biskinis, D.E.1    Roupakias, G.K.2    Fardis, M.N.3
  • 23
    • 0141952934 scopus 로고    scopus 로고
    • RC column strengthening by lateral pre-tensioning of FRP
    • A.A. Mortazavia, K. Pilakoutasa, and S.K. Son RC column strengthening by lateral pre-tensioning of FRP Constr Build Mater 17 2003 491 497
    • (2003) Constr Build Mater , vol.17 , pp. 491-497
    • Mortazavia, A.A.1    Pilakoutasa, K.2    Son, S.K.3
  • 24
    • 0343826129 scopus 로고    scopus 로고
    • Nonlinear finite element analyses of concrete bridge joint systems subjected to seismic actions
    • S. Sritharan, N. Priestley, and F. Seible Nonlinear finite element analyses of concrete bridge joint systems subjected to seismic actions Finite Elem Anal Des 36 2000 215 233
    • (2000) Finite Elem Anal des , vol.36 , pp. 215-233
    • Sritharan, S.1    Priestley, N.2    Seible, F.3
  • 25
    • 34247403407 scopus 로고    scopus 로고
    • Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures
    • J. Zhao, and S. Sritharan Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures ACI Struct J 104 2 2007 133 141
    • (2007) ACI Struct J , vol.104 , Issue.2 , pp. 133-141
    • Zhao, J.1    Sritharan, S.2
  • 26
    • 0026915539 scopus 로고
    • Hysteretic behavior of anchorage slip in R/C members
    • M. Saatcioglu, J. Alsiwat, and G. Ozcebe Hysteretic behavior of anchorage slip in R/C members J Struct Eng ASCE 118 9 1992 2439 2458
    • (1992) J Struct Eng ASCE , vol.118 , Issue.9 , pp. 2439-2458
    • Saatcioglu, M.1    Alsiwat, J.2    Ozcebe, G.3
  • 27
    • 33845587373 scopus 로고    scopus 로고
    • Seismic tests of concrete columns with light transverse reinforcement
    • H. Sezen, and J.P. Moehle Seismic tests of concrete columns with light transverse reinforcement ACI Struct J 103 6 2006 842 849
    • (2006) ACI Struct J , vol.103 , Issue.6 , pp. 842-849
    • Sezen, H.1    Moehle, J.P.2
  • 28
    • 85042206527 scopus 로고
    • Behavior of multistory reinforced concrete frames during earthquakes
    • University of Illinois, Urbana, IL
    • Otani S, Sozen MA. Behavior of multistory reinforced concrete frames during earthquakes. Structural research series no. 392. University of Illinois, Urbana, IL; 1972. p. 551.
    • (1972) Structural Research Series No. 392 , pp. 551
    • Otani, S.1    Sozen, M.A.2
  • 29
    • 0042633437 scopus 로고    scopus 로고
    • Seismic performance of well-confined concrete bridge columns
    • University of California-Berkeley, Berkeley, CA
    • Lehman DE, Moehle JP. Seismic performance of well-confined concrete bridge columns. Report no.PEER-1998/01. University of California-Berkeley, Berkeley, CA; 2000. p. 316.
    • (2000) Report no.PEER-1998/01 , pp. 316
    • Lehman, D.E.1    Moehle, J.P.2
  • 30
    • 44449102722 scopus 로고    scopus 로고
    • Reinforcement slip in reinforced concrete columns
    • H. Sezen, and E.J. Setzer Reinforcement slip in reinforced concrete columns ACI Struct J 105 3 2008 280 289
    • (2008) ACI Struct J , vol.105 , Issue.3 , pp. 280-289
    • Sezen, H.1    Setzer, E.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.