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Volumn 125, Issue 9, 1999, Pages 1009-1019

Strength and ductility of concrete encased composite columns

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITE STRUCTURES; CONCRETE CONSTRUCTION; DUCTILITY; MECHANICAL PROPERTIES; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN;

EID: 0033181546     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:9(1009)     Document Type: Article
Times cited : (237)

References (29)
  • 1
    • 85034129929 scopus 로고
    • Building code requirements for reinforced concrete.
    • American Concrete Institute, Detroit
    • "Building code requirements for reinforced concrete." (1995). ACI 318, American Concrete Institute, Detroit.
    • (1995) ACI 318
  • 2
    • 0027589604 scopus 로고
    • Structural design considerations for high-strength concrete
    • Collins, M. P., Mitchell, D., and MacGregor, J. G. (1993). "Structural design considerations for high-strength concrete." Concrete Int., 15(5), 27-34.
    • (1993) Concrete Int. , vol.15 , Issue.5 , pp. 27-34
    • Collins, M.P.1    Mitchell, D.2    MacGregor, J.G.3
  • 3
    • 0028388671 scopus 로고
    • High-strength concrete columns confined by rectangular ties
    • Cusson, D., and Paultre, P. (1994). "High-strength concrete columns confined by rectangular ties." J. Struct. Engrg., ASCE, 120(3), 783-804.
    • (1994) J. Struct. Engrg., ASCE , vol.120 , Issue.3 , pp. 783-804
    • Cusson, D.1    Paultre, P.2
  • 4
    • 0029276371 scopus 로고
    • Stress-strain model for confined high-strength concrete
    • Cusson, D., and Paultre, P. (1995). "Stress-strain model for confined high-strength concrete." J. Struct. Engrg., ASCE, 121(3), 468-477.
    • (1995) J. Struct. Engrg., ASCE , vol.121 , Issue.3 , pp. 468-477
    • Cusson, D.1    Paultre, P.2
  • 5
    • 84867612015 scopus 로고    scopus 로고
    • Fiber analysis of composite beam-column cross sections
    • School of Civ. and Envir. Engrg., Cornell University, Ithaca, N.Y.
    • El-Tawil, S., and Deierlein, G. G. (1996). "Fiber analysis of composite beam-column cross sections." Struct. Engrg. Rep., School of Civ. and Envir. Engrg., Cornell University, Ithaca, N.Y.
    • (1996) Struct. Engrg. Rep.
    • El-Tawil, S.1    Deierlein, G.G.2
  • 6
    • 0029215968 scopus 로고
    • Evaluation of ACI 318 and AISC (LRFD) Strength Provisions for Composite Columns
    • Essex, England
    • El-Tawil, S., Sanz-Picón, C. F., and Deierlein, G. G. (1995). "Evaluation of ACI 318 and AISC (LRFD) Strength Provisions for Composite Columns." J. for Constr. Steel Res., Essex, England, 34, 103-123.
    • (1995) J. for Constr. Steel Res. , vol.34 , pp. 103-123
    • El-Tawil, S.1    Sanz-Picón, C.F.2    Deierlein, G.G.3
  • 7
    • 0020841978 scopus 로고
    • Column rules of ACI, SSLC, and LRFD compared
    • Furlong, R. W. (1983). "Column rules of ACI, SSLC, and LRFD compared." J. Struct. Engrg., ASCE, 109(10), 2375-2386.
    • (1983) J. Struct. Engrg., ASCE , vol.109 , Issue.10 , pp. 2375-2386
    • Furlong, R.W.1
  • 8
    • 0001927408 scopus 로고
    • Composite frame construction
    • P. J. Dowling, J. E. Harding, and R. Bjorhovde, eds., Elsevier Science, New York
    • Griffis, L. G. (1992). "Composite frame construction." Constructional steel design, an international guide, P. J. Dowling, J. E. Harding, and R. Bjorhovde, eds., Elsevier Science, New York, 523-553.
    • (1992) Constructional Steel Design, An International Guide , pp. 523-553
    • Griffis, L.G.1
  • 9
    • 0030782697 scopus 로고    scopus 로고
    • Modification of the ACI rectangular stress block for high-strength concrete
    • Ibrahim, H. H., and MacGregor, J. G. (1997). "Modification of the ACI rectangular stress block for high-strength concrete." ACI Struct. J., 94(1), 40-48.
    • (1997) ACI Struct. J. , vol.94 , Issue.1 , pp. 40-48
    • Ibrahim, H.H.1    MacGregor, J.G.2
  • 10
    • 0003826055 scopus 로고    scopus 로고
    • International Code Council, Building Officials and Code Administrators, Country Club Hills, III
    • International building code - First draft (1997). International Code Council, Building Officials and Code Administrators, Country Club Hills, III.
    • (1997) International Building Code - First Draft
  • 12
    • 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. Engrg., ASCE, 114(8), 1804-1826.
    • (1988) J. Struct. Engrg., ASCE , vol.114 , Issue.8 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 13
    • 0021494365 scopus 로고
    • Spirally reinforced high-strength concrete columns
    • Martinez, S., Nilson, H. N., and Slate, F. O. (1984). "Spirally reinforced high-strength concrete columns." ACI Struct. J., 81(5), 431-442.
    • (1984) ACI Struct. J. , vol.81 , Issue.5 , pp. 431-442
    • Martinez, S.1    Nilson, H.N.2    Slate, F.O.3
  • 15
    • 85085842953 scopus 로고
    • Ductile behavior of high-strength concrete columns confined by high-strength transverse reinforcement
    • Muguruma, H., Nishiyama, M., Watanabe, F., and Tanaka, H. (1991). "Ductile behavior of high-strength concrete columns confined by high-strength transverse reinforcement." Proc., ACI Int. Conf., Vol II, 877-891.
    • (1991) Proc., ACI Int. Conf. , vol.2 , pp. 877-891
    • Muguruma, H.1    Nishiyama, M.2    Watanabe, F.3    Tanaka, H.4
  • 16
    • 84873164675 scopus 로고
    • Ductility improvement of high-strength concrete columns with lateral confinement
    • Muguruma, H., and Watanabe, F. (1990). "Ductility improvement of high-strength concrete columns with lateral confinement." Proc., 2nd Int. Symp. on High-Strength Concrete, 47-60.
    • (1990) Proc., 2nd Int. Symp. on High-Strength Concrete , pp. 47-60
    • Muguruma, H.1    Watanabe, F.2
  • 17
    • 85034142652 scopus 로고
    • NEHRP recommended provisions for the development of seismic regulations for new buildings, Part I: Provisions
    • Federal Emergency Management Agency, Washington, D.C.
    • NEHRP recommended provisions for the development of seismic regulations for new buildings, Part I: Provisions. (1994). FEMA 222, Federal Emergency Management Agency, Washington, D.C.
    • (1994) FEMA , vol.222
  • 18
    • 85034123339 scopus 로고    scopus 로고
    • NEHRP recommended provisions for the development of seismic regulations for new buildings, Part II: Commentary
    • Federal Emergency Management Agency, Washington, D.C.
    • NEHRP recommended provisions for the development of seismic regulations for new buildings, Part II: Commentary. (1997). FEMA 223, Federal Emergency Management Agency, Washington, D.C.
    • (1997) FEMA , vol.223
  • 19
    • 0001217392 scopus 로고
    • Evaluation of ductility of structures and structural sub-assemblages from laboratory testing
    • Park, R. (1989). "Evaluation of ductility of structures and structural sub-assemblages from laboratory testing." Bull. of the New Zealand Soc. for Earthquake Engrg., 22(3), 155-166.
    • (1989) Bull. of the New Zealand Soc. for Earthquake Engrg. , vol.22 , Issue.3 , pp. 155-166
    • Park, R.1
  • 21
    • 0000314252 scopus 로고
    • Versatile elastic-plastic stress-strain formula
    • Richard, R., and Abbott, B. (1975). "Versatile elastic-plastic stress-strain formula." J. Struct. Engrg., ASCE, 101(4), 511-515.
    • (1975) J. Struct. Engrg., ASCE , vol.101 , Issue.4 , pp. 511-515
    • Richard, R.1    Abbott, B.2
  • 22
    • 0004837069 scopus 로고
    • Seismic performance of composite beam-columns
    • Lehigh University, Bethlehem, Pa.
    • Ricles, J., and Paboojian, S. (1993). "Seismic performance of composite beam-columns." ATLSS Rep. No. 93-01, Lehigh University, Bethlehem, Pa.
    • (1993) ATLSS Rep. No. 93-01
    • Ricles, J.1    Paboojian, S.2
  • 24
    • 0027627531 scopus 로고
    • Confined concrete columns with stubs
    • Sheikh, S. A., and Khoury, S. S. (1993). "Confined concrete columns with stubs." ACI Struct. J., 90(4), 414-431.
    • (1993) ACI Struct. J. , vol.90 , Issue.4 , pp. 414-431
    • Sheikh, S.A.1    Khoury, S.S.2
  • 25
    • 0028255055 scopus 로고
    • Confinement of high-strength concrete
    • Sheikh, S. A., Shah, D. V., and Khoury, S. S. (1994). "Confinement of high-strength concrete." ACI Struct. J, 91(1), 100-111.
    • (1994) ACI Struct. J , vol.91 , Issue.1 , pp. 100-111
    • Sheikh, S.A.1    Shah, D.V.2    Khoury, S.S.3
  • 26
    • 0024699486 scopus 로고
    • Felexural ductility of ultra-high-strength concrete members
    • Shin, S., Ghosh, S. K., and Moreno, J. (1989). "Felexural ductility of ultra-high-strength concrete members." CI Struct. J., 86(4), 394-400.
    • (1989) CI Struct. J. , vol.86 , Issue.4 , pp. 394-400
    • Shin, S.1    Ghosh, S.K.2    Moreno, J.3
  • 27
    • 0041063630 scopus 로고
    • A specification for the design of steel-concrete composite columns
    • SSRC, Structural Stability Research Council Task Group 20. (1979), "A specification for the design of steel-concrete composite columns." Engrg. J., 16(4), 49-59.
    • (1979) Engrg. J. , vol.16 , Issue.4 , pp. 49-59
  • 28
    • 0025957024 scopus 로고
    • Constitutive model for reinforced concrete finite element analysis
    • Stevens, N. J., Uzumeri, S. M., Collins, M. P., and Will, G. T. (1991). "Constitutive model for reinforced concrete finite element analysis." ACI Struct. J., 88(1), 49-59.
    • (1991) ACI Struct. J. , vol.88 , Issue.1 , pp. 49-59
    • Stevens, N.J.1    Uzumeri, S.M.2    Collins, M.P.3    Will, G.T.4
  • 29
    • 0023962585 scopus 로고
    • Behavior of laterally confined high-strength concrete under axial loads
    • Yong, Y., Nour, M. G., and Nawy, E. G. (1988). "Behavior of laterally confined high-strength concrete under axial loads." J. Struct. Engrg., ASCE, 114(2), 332-352.
    • (1988) J. Struct. Engrg., ASCE , vol.114 , Issue.2 , pp. 332-352
    • Yong, Y.1    Nour, M.G.2    Nawy, E.G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.