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Volumn 100, Issue 2, 2003, Pages 166-176

Intrinsic response control of moment-resisting frames utilizing advanced composite materials and structural elements

Author keywords

Composite; Damage; Moment; Reinforcement; Resistance; Tolerance

Indexed keywords

BENDING MOMENTS; BENDING STRENGTH; COLUMNS (STRUCTURAL); COMPOSITE BEAMS AND GIRDERS; CYCLIC LOADS; DEFLECTION (STRUCTURES); DEFORMATION; ELASTICITY; ENERGY DISSIPATION; FIBER REINFORCED PLASTICS; HINGES; STIFFNESS;

EID: 0037834895     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (79)

References (16)
  • 2
    • 0033351096 scopus 로고    scopus 로고
    • Ductility of concrete beams reinforced with FRF bars and steel fibers
    • Alsayed, S. H., and Alhozaimy, A. M., 1999, "Ductility of Concrete Beams Reinforced with FRF Bars and Steel Fibers," Journal of Composite Materials, V. 33, No. 19, pp. 1792-1806.
    • (1999) Journal of Composite Materials , vol.33 , Issue.19 , pp. 1792-1806
    • Alsayed, S.H.1    Alhozaimy, A.M.2
  • 4
    • 0032650744 scopus 로고    scopus 로고
    • Seismic behavior and design of unbonded post-tensioned precast concrete frames
    • May-June
    • El-Sheikh, M. T.; Sause, R.; Pessiki, S., 1999, "Seismic Behavior and Design of Unbonded Post-Tensioned Precast Concrete Frames," PCI Journal, May-June, pp. 54-71.
    • (1999) PCI Journal , pp. 54-71
    • El-Sheikh, M.T.1    Sause, R.2    Pessiki, S.3
  • 6
    • 0036872257 scopus 로고    scopus 로고
    • Effect of matrix ductility on deformation behavior of steel reinforced ECC flexural members under reversed cyclic loading conditions
    • Nov.-Dec.
    • Fischer, G., and Li, V. C., 2002, "Effect of Matrix Ductility on Deformation Behavior of Steel Reinforced ECC Flexural Members under Reversed Cyclic Loading Conditions," ACI Structural Journal, V. 99, No. 6, Nov.-Dec., pp. 781-790.
    • (2002) ACI Structural Journal , vol.99 , Issue.6 , pp. 781-790
    • Fischer, G.1    Li, V.C.2
  • 7
    • 0037817219 scopus 로고    scopus 로고
    • Deformation behavior of FRP reinforced ECC flexural members under reversed cyclic loading conditions
    • Jan.-Feb.
    • Fischer, G., and Li, V. C., 2003, "Deformation Behavior of FRP Reinforced ECC Flexural Members under Reversed Cyclic Loading Conditions," ACI Structural Journal, V. 100, No. 1, Jan.-Feb., pp. 25-35.
    • (2003) ACI Structural Journal , vol.100 , Issue.1 , pp. 25-35
    • Fischer, G.1    Li, V.C.2
  • 8
    • 0000227625 scopus 로고
    • Structural performances of concrete frame reinforced with frp reinforcement
    • Proceedings of the Second International RILEM Symposium (FRPRCS-2), E&FN Spon, London
    • Fukuyama, H.; Masuda, Y.; Sonobe, Y.; and Tanigaki, M., 1995, "Structural Performances of Concrete Frame Reinforced with FRP Reinforcement," Non-Metallic (FRP) Reinforcement for Concrete Structures, Proceedings of the Second International RILEM Symposium (FRPRCS-2), E&FN Spon, London, pp. 275-286.
    • (1995) Non-Metallic (FRP) Reinforcement for Concrete Structures , pp. 275-286
    • Fukuyama, H.1    Masuda, Y.2    Sonobe, Y.3    Tanigaki, M.4
  • 10
    • 0032662692 scopus 로고    scopus 로고
    • Seismic behavior and design of unbonded post-tensioned precast concrete walls
    • May-June
    • Kurama, Y.; Pessiki, S.; and Sause, R., 1999, "Seismic Behavior and Design of Unbonded Post-Tensioned Precast Concrete Walls," PCI Journal, May-June, pp. 72-89.
    • (1999) PCI Journal , pp. 72-89
    • Kurama, Y.1    Pessiki, S.2    Sause, R.3
  • 11
    • 0002546339 scopus 로고    scopus 로고
    • Engineered cementitious composites - Tailored composites through micromechanical modeling
    • N. Banthia, A. Bentur, A. and A. Mufti, eds., Canadian Society for Civil Engineering, Montreal, Canada
    • Li, V. C., 1998, "Engineered Cementitious Composites - Tailored Composites Through Micromechanical Modeling," Fiber Reinforced Concrete: Present and the Future, N. Banthia, A. Bentur, A. and A. Mufti, eds., Canadian Society for Civil Engineering, Montreal, Canada, pp. 64-97.
    • (1998) Fiber Reinforced Concrete: Present and the Future , pp. 64-97
    • Li, V.C.1
  • 12
    • 0002812585 scopus 로고
    • Structural ductility of concrete beams prestressed with FRP tendons
    • Proceedings of the Second International RILEM Symposium (FRPRCS-2), E&FN Spon, London
    • Naaman, A. E., and Jeong, S. M., 1995, "Structural Ductility of Concrete Beams Prestressed with FRP Tendons," Non-Metallic (FRP) Reinforcement for Concrete Structures, Proceedings of the Second International RILEM Symposium (FRPRCS-2), E&FN Spon, London.
    • (1995) Non-Metallic (FRP) Reinforcement for Concrete Structures
    • Naaman, A.E.1    Jeong, S.M.2
  • 14
    • 0033308402 scopus 로고    scopus 로고
    • Preliminary results and conclusions from PRESSS five-story precast concrete test building
    • Nov.-Dec.
    • Priestley, M. J. N.; Sritharan, S. S.; and Conley, J. R., 1999, "Preliminary Results and Conclusions from PRESSS Five-Story Precast Concrete Test Building," PCI Journal, Nov.-Dec., pp. 42-67.
    • (1999) PCI Journal , pp. 42-67
    • Priestley, M.J.N.1    Sritharan, S.S.2    Conley, J.R.3
  • 15
    • 0035253019 scopus 로고    scopus 로고
    • Post-tensioned seismic resistant connections for steel frames
    • Feb.
    • Ricles, J. M.; Sause, R.; and Garlock, M. M., 2001, "Post-Tensioned Seismic Resistant Connections for Steel Frames," ASCE Journal of Structural Engineering, V. 127, No. 2, Feb., pp. 113-121.
    • (2001) ASCE Journal of Structural Engineering , vol.127 , Issue.2 , pp. 113-121
    • Ricles, J.M.1    Sause, R.2    Garlock, M.M.3
  • 16
    • 0031209476 scopus 로고    scopus 로고
    • Design guidelines of FRP reinforced concrete building structures
    • Aug.
    • Sonobe, Y.; Fukuyama, H.; and Okamoto, T., 1997, "Design Guidelines of FRP Reinforced Concrete Building Structures," ASCE Journal of Composites for Construction, V. 1, No. 3, Aug., pp. 90-115.
    • (1997) ASCE Journal of Composites for Construction , vol.1 , Issue.3 , pp. 90-115
    • Sonobe, Y.1    Fukuyama, H.2    Okamoto, T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.