메뉴 건너뛰기




Volumn 33, Issue 1, 2011, Pages 18-31

Strain gradient effects on flexural strength design of normal-strength concrete columns

Author keywords

Columns; Concrete stress block; Design; Flexural strength; Normal strength concrete; Reinforced concrete; Strain gradient

Indexed keywords

COLUMNS; CONCRETE STRESS BLOCK; FLEXURAL STRENGTH; NORMAL STRENGTH CONCRETES; STRAIN GRADIENT;

EID: 78649446169     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.09.014     Document Type: Article
Times cited : (13)

References (57)
  • 1
    • 0030287399 scopus 로고    scopus 로고
    • Flexural behavior of laterally reinforced high-strength concrete sections
    • Ibrahim H.H.H., MacGregor J.G. Flexural behavior of laterally reinforced high-strength concrete sections. ACI Struct J 1996, 93(6):674-684.
    • (1996) ACI Struct J , vol.93 , Issue.6 , pp. 674-684
    • Ibrahim, H.H.H.1    MacGregor, J.G.2
  • 2
    • 0030782697 scopus 로고    scopus 로고
    • Modification of the ACI rectangular stress block for high-strength concrete
    • Ibrahim H.H.H., MacGregor J.G. Modification of the ACI rectangular stress block for high-strength concrete. ACI Struct J 1997, 94(1):40-48.
    • (1997) ACI Struct J , vol.94 , Issue.1 , pp. 40-48
    • Ibrahim, H.H.H.1    MacGregor, J.G.2
  • 3
    • 0032074746 scopus 로고    scopus 로고
    • A two parameter stress block for high-strength concrete
    • Attard M.M., Stewart M.G. A two parameter stress block for high-strength concrete. ACI Struct J 1998, 95(3):305-317.
    • (1998) ACI Struct J , vol.95 , Issue.3 , pp. 305-317
    • Attard, M.M.1    Stewart, M.G.2
  • 4
    • 2342491897 scopus 로고    scopus 로고
    • Determination of stress-strain curves of concrete from flexure tests
    • Tan T.H., Nguyen N.B. Determination of stress-strain curves of concrete from flexure tests. Mag Concr Res 2004, 56(4):243-250.
    • (2004) Mag Concr Res , vol.56 , Issue.4 , pp. 243-250
    • Tan, T.H.1    Nguyen, N.B.2
  • 5
    • 78649443459 scopus 로고    scopus 로고
    • Standards Australia. Australian Standard AS3600-2001 Concrete Structures. Standard Australia International, Sydney, NSW, Australia
    • Standards Australia. Australian Standard AS3600-2001 Concrete Structures. Standard Australia International, Sydney, NSW, Australia; 2001.
    • (2001)
  • 6
    • 78649447707 scopus 로고    scopus 로고
    • European Committee for Standardization. Eurocode 2: design of concrete structures: part 1-1: general rules and rules for buildings, UK
    • European Committee for Standardization. Eurocode 2: design of concrete structures: part 1-1: general rules and rules for buildings, UK; 2004.
    • (2004)
  • 7
    • 78649443112 scopus 로고    scopus 로고
    • Standards New Zealand. NZS 3101, Concrete structures standard, part 1 - the design of concrete structures, Wellington, New Zealand
    • Standards New Zealand. NZS 3101, Concrete structures standard, part 1 - the design of concrete structures, Wellington, New Zealand; 2006.
    • (2006)
  • 8
    • 78649442351 scopus 로고    scopus 로고
    • ACI Committee 318. Building code requirements for reinforced concrete and commentary. Manual of concrete practice, ACI 318M-05, American Concrete Institute, Farmington Hill, Michigan, USA
    • ACI Committee 318. Building code requirements for reinforced concrete and commentary. Manual of concrete practice, ACI 318M-05, American Concrete Institute, Farmington Hill, Michigan, USA; 2005.
    • (2005)
  • 9
    • 0000704060 scopus 로고
    • Concrete stress distribution in ultimate strength design
    • Hognestad E., Hanson N.W., McHenry D. Concrete stress distribution in ultimate strength design. ACI J 1955, 52:455-479.
    • (1955) ACI J , vol.52 , pp. 455-479
    • Hognestad, E.1    Hanson, N.W.2    McHenry, D.3
  • 10
    • 0000085455 scopus 로고
    • Rectangular concrete stress distribution in ultimate strength design
    • Mattock A.H., Kriz L.B., Hognestad E. Rectangular concrete stress distribution in ultimate strength design. ACI J 1961, 57(1):875-928.
    • (1961) ACI J , vol.57 , Issue.1 , pp. 875-928
    • Mattock, A.H.1    Kriz, L.B.2    Hognestad, E.3
  • 11
    • 0025496947 scopus 로고
    • Tied concrete columns under axial load and flexure'
    • Sheikh S.A., Yeh C.C. Tied concrete columns under axial load and flexure'. J Struct Div, ASCE 1990, 116(10):2780-2801.
    • (1990) J Struct Div, ASCE , vol.116 , Issue.10 , pp. 2780-2801
    • Sheikh, S.A.1    Yeh, C.C.2
  • 12
    • 0034298458 scopus 로고    scopus 로고
    • Seismic behavior of RC columns with various tie configurations'
    • Mo Y.L., Wang S.J. Seismic behavior of RC columns with various tie configurations'. J Struct Eng, ASCE 2000, 126(10):1122-1130.
    • (2000) J Struct Eng, ASCE , vol.126 , Issue.10 , pp. 1122-1130
    • Mo, Y.L.1    Wang, S.J.2
  • 13
    • 0347610126 scopus 로고    scopus 로고
    • Drift capacity of rectangular reinforced concrete columns with low lateral confinement and high-axial load
    • Lam S.S.E., Wu B., Wong Y.L., Wang Z.Y., Liu Z.Q., Li C.S. Drift capacity of rectangular reinforced concrete columns with low lateral confinement and high-axial load. J Struct Eng, ASCE 2003, 129(6):733-742.
    • (2003) J Struct Eng, ASCE , vol.129 , Issue.6 , pp. 733-742
    • Lam, S.S.E.1    Wu, B.2    Wong, Y.L.3    Wang, Z.Y.4    Liu, Z.Q.5    Li, C.S.6
  • 14
    • 70350126288 scopus 로고    scopus 로고
    • Cyclic load testing and numerical modelling of concrete columns with substandard seismic details
    • Marefat M.S., Khanmohammadi M., Bahrani M.K., Goli A. Cyclic load testing and numerical modelling of concrete columns with substandard seismic details. Comput Concrete 2005, 2(5):367-380.
    • (2005) Comput Concrete , vol.2 , Issue.5 , pp. 367-380
    • Marefat, M.S.1    Khanmohammadi, M.2    Bahrani, M.K.3    Goli, A.4
  • 15
    • 0035521838 scopus 로고    scopus 로고
    • Flexural strength enhancement of confined reinforced concrete columns
    • Pam H.J., Ho J.C.M. Flexural strength enhancement of confined reinforced concrete columns. Proc Inst Civ Eng, Struct Build 2001, 146(4):363-370.
    • (2001) Proc Inst Civ Eng, Struct Build , vol.146 , Issue.4 , pp. 363-370
    • Pam, H.J.1    Ho, J.C.M.2
  • 16
    • 77950369580 scopus 로고    scopus 로고
    • Strength, cracking and deflection performance of large-scale self-consolidating concrete beams subjected to shear failure
    • Hassan A.A.A., Hossain K.M.A., Lachemi M. Strength, cracking and deflection performance of large-scale self-consolidating concrete beams subjected to shear failure. Eng Struct 2010, 32:1262-1271.
    • (2010) Eng Struct , vol.32 , pp. 1262-1271
    • Hassan, A.A.A.1    Hossain, K.M.A.2    Lachemi, M.3
  • 17
    • 75749128941 scopus 로고    scopus 로고
    • Shear strength of heavily reinforced concrete members with circular cross section
    • Jensen U.G., Hoang L.C., Joergrnsen H.B., Fabrin L.S. Shear strength of heavily reinforced concrete members with circular cross section. Eng Struct 2010, 32:617-626.
    • (2010) Eng Struct , vol.32 , pp. 617-626
    • Jensen, U.G.1    Hoang, L.C.2    Joergrnsen, H.B.3    Fabrin, L.S.4
  • 18
    • 38549116083 scopus 로고    scopus 로고
    • Performance-based design of ductile concrete core wall buildings - issues to consider before detailed analysis
    • Klemencic R., Fry J.A., Hooper J.D., Morgen B.G. Performance-based design of ductile concrete core wall buildings - issues to consider before detailed analysis. Struct Design Tall Special Build 2007, 16:599-614.
    • (2007) Struct Design Tall Special Build , vol.16 , pp. 599-614
    • Klemencic, R.1    Fry, J.A.2    Hooper, J.D.3    Morgen, B.G.4
  • 19
    • 43249085727 scopus 로고    scopus 로고
    • The draft code for performance-based seismic design of buildings in Taiwan
    • Xue Q., Wu C.W., Chen C.C., Chen K.C. The draft code for performance-based seismic design of buildings in Taiwan. Eng Struct 2008, 30:1535-1547.
    • (2008) Eng Struct , vol.30 , pp. 1535-1547
    • Xue, Q.1    Wu, C.W.2    Chen, C.C.3    Chen, K.C.4
  • 20
    • 50149111970 scopus 로고    scopus 로고
    • Nonlinear displacement-based response prediction of reinforced concrete columns
    • Mostafaei H., Vecchio F.J., Kabeyasawa T. Nonlinear displacement-based response prediction of reinforced concrete columns. Eng Struct 2008, 30:2436-2447.
    • (2008) Eng Struct , vol.30 , pp. 2436-2447
    • Mostafaei, H.1    Vecchio, F.J.2    Kabeyasawa, T.3
  • 21
    • 60449104226 scopus 로고    scopus 로고
    • Simulation-based robust design of mass dampers for response mitigation of tension leg platform
    • Taflanidis A.A., Angelides D.C., Scruggs J.T. Simulation-based robust design of mass dampers for response mitigation of tension leg platform. Eng Struct 2009, 31:847-857.
    • (2009) Eng Struct , vol.31 , pp. 847-857
    • Taflanidis, A.A.1    Angelides, D.C.2    Scruggs, J.T.3
  • 22
    • 77649178586 scopus 로고    scopus 로고
    • A brace-type seismic damper based on yielding the walls of hollow structural sections
    • Benavent-Climent A. A brace-type seismic damper based on yielding the walls of hollow structural sections. Eng Struct 2010, 32:1113-1122.
    • (2010) Eng Struct , vol.32 , pp. 1113-1122
    • Benavent-Climent, A.1
  • 23
    • 75749097613 scopus 로고    scopus 로고
    • Dynamic performance of existing high-speed railway bridges under resonant conditions retrofitted with fluid viscous dampers
    • Martinez-Rodrigo M.D., Lavado J., Museros P. Dynamic performance of existing high-speed railway bridges under resonant conditions retrofitted with fluid viscous dampers. Eng Struct 2010, 32:808-828.
    • (2010) Eng Struct , vol.32 , pp. 808-828
    • Martinez-Rodrigo, M.D.1    Lavado, J.2    Museros, P.3
  • 24
    • 70349770574 scopus 로고    scopus 로고
    • Base isolation of slide-rocking non-symmetric rigid blocks under impulsive and seismic excitation
    • Di Egidio A., Contento A. Base isolation of slide-rocking non-symmetric rigid blocks under impulsive and seismic excitation. Eng Struct 2009, 31:2723-2734.
    • (2009) Eng Struct , vol.31 , pp. 2723-2734
    • Di Egidio, A.1    Contento, A.2
  • 25
    • 72549110648 scopus 로고    scopus 로고
    • Experimental behaviour and design of a new kinematic isolator
    • Besa J., de la Llera J.C., Jünemann R. Experimental behaviour and design of a new kinematic isolator. Eng Struct 2010, 32:508-522.
    • (2010) Eng Struct , vol.32 , pp. 508-522
    • Besa, J.1    de la Llera, J.C.2    Jünemann, R.3
  • 26
    • 77649340614 scopus 로고    scopus 로고
    • An innovative isolation device for aseismic design
    • Ismail M., Rodellar J., Ikhouane F. An innovative isolation device for aseismic design. Eng Struct 2010, 32:1168-1183.
    • (2010) Eng Struct , vol.32 , pp. 1168-1183
    • Ismail, M.1    Rodellar, J.2    Ikhouane, F.3
  • 27
    • 0037531197 scopus 로고    scopus 로고
    • Inelastic design of low-axially loaded high- strength reinforced concrete columns
    • Ho J.C.M., Pam H.J. Inelastic design of low-axially loaded high- strength reinforced concrete columns. Eng Struct 2003, 25:1083-1096.
    • (2003) Eng Struct , vol.25 , pp. 1083-1096
    • Ho, J.C.M.1    Pam, H.J.2
  • 28
    • 33750618029 scopus 로고    scopus 로고
    • Confinement effectiveness in circular concrete columns
    • Eid R., Dancygier A.N. Confinement effectiveness in circular concrete columns. Eng Struct 2006, 28:1885-1896.
    • (2006) Eng Struct , vol.28 , pp. 1885-1896
    • Eid, R.1    Dancygier, A.N.2
  • 29
    • 34447100266 scopus 로고    scopus 로고
    • Bending ductility of rectangular high strength concrete columns
    • Woods J.M., Kiousis P.D., Ehsani M.R., Saadatmanesh H. Bending ductility of rectangular high strength concrete columns. Eng Struct 2007, 29:1783-1790.
    • (2007) Eng Struct , vol.29 , pp. 1783-1790
    • Woods, J.M.1    Kiousis, P.D.2    Ehsani, M.R.3    Saadatmanesh, H.4
  • 30
    • 34247471805 scopus 로고    scopus 로고
    • Design of FRP confinement for square concrete columns
    • Sheikh S.A., Li Y. Design of FRP confinement for square concrete columns. Eng Struct 2007, 29:1074-1083.
    • (2007) Eng Struct , vol.29 , pp. 1074-1083
    • Sheikh, S.A.1    Li, Y.2
  • 31
    • 57749176192 scopus 로고    scopus 로고
    • Stress-strain model for FRP-confined concrete under cyclic axial compression
    • Lam L., Teng J.G. Stress-strain model for FRP-confined concrete under cyclic axial compression. Eng Struct 2009, 31:308-321.
    • (2009) Eng Struct , vol.31 , pp. 308-321
    • Lam, L.1    Teng, J.G.2
  • 32
    • 70449652016 scopus 로고    scopus 로고
    • Effects of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns
    • Wu Y.F., Wei Y.Y. Effects of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns. Eng Struct 2010, 32:32-45.
    • (2010) Eng Struct , vol.32 , pp. 32-45
    • Wu, Y.F.1    Wei, Y.Y.2
  • 33
    • 30944465255 scopus 로고    scopus 로고
    • Design and behaviour of concrete-filled cold-formed stainless steel tube columns
    • Ellobody E., Young B. Design and behaviour of concrete-filled cold-formed stainless steel tube columns. Eng Struct 2006, 28:716-728.
    • (2006) Eng Struct , vol.28 , pp. 716-728
    • Ellobody, E.1    Young, B.2
  • 34
    • 70349762625 scopus 로고    scopus 로고
    • Mechanical performance of eccentrically loaded pre-stressing concrete filled circular steel tube columns by means of expansive cement
    • Chang X., Huang C.K., Chen Y.J. Mechanical performance of eccentrically loaded pre-stressing concrete filled circular steel tube columns by means of expansive cement. Eng Struct 2009, 31:2588-2597.
    • (2009) Eng Struct , vol.31 , pp. 2588-2597
    • Chang, X.1    Huang, C.K.2    Chen, Y.J.3
  • 35
    • 70449729426 scopus 로고    scopus 로고
    • Behavior of concrete-filled steel tubular planar intersecting connections under axial compression, part 1: experimental study
    • Huang C., Han X.L., Ji J., Tang J.M. Behavior of concrete-filled steel tubular planar intersecting connections under axial compression, part 1: experimental study. Eng Struct 2010, 32:60-68.
    • (2010) Eng Struct , vol.32 , pp. 60-68
    • Huang, C.1    Han, X.L.2    Ji, J.3    Tang, J.M.4
  • 36
    • 44449104210 scopus 로고    scopus 로고
    • Plastic hinge length of reinforced concrete columns
    • Bae S., Bayrak O. Plastic hinge length of reinforced concrete columns. ACI Struct J 2008, 105(3):290-300.
    • (2008) ACI Struct J , vol.105 , Issue.3 , pp. 290-300
    • Bae, S.1    Bayrak, O.2
  • 37
    • 68649099936 scopus 로고    scopus 로고
    • Quasi-static cyclic tests and plastic hinge analysis of RC structural walls
    • Dazio A., Beyer K., Bachmann H. Quasi-static cyclic tests and plastic hinge analysis of RC structural walls. Eng Struct 2009, 31:1556-1571.
    • (2009) Eng Struct , vol.31 , pp. 1556-1571
    • Dazio, A.1    Beyer, K.2    Bachmann, H.3
  • 38
    • 70449526206 scopus 로고    scopus 로고
    • Length of critical region for confinement steel in limited ductility high-strength reinforced concrete columns
    • Pam H.J., Ho J.C.M. Length of critical region for confinement steel in limited ductility high-strength reinforced concrete columns. Eng Struct 2009, 31:2896-2908.
    • (2009) Eng Struct , vol.31 , pp. 2896-2908
    • Pam, H.J.1    Ho, J.C.M.2
  • 39
    • 78649451075 scopus 로고    scopus 로고
    • Deformability evaluation of high-strength reinforced concrete columns
    • Ho J.C.M., Pam H.J. Deformability evaluation of high-strength reinforced concrete columns. Mag Concr Res 2010, 62(8):569-583.
    • (2010) Mag Concr Res , vol.62 , Issue.8 , pp. 569-583
    • Ho, J.C.M.1    Pam, H.J.2
  • 40
    • 1842532022 scopus 로고    scopus 로고
    • Rational definition of the flexural deformation capacity of RC column sections
    • Wu Y.F., Oehlers D.J., Griffith M.C. Rational definition of the flexural deformation capacity of RC column sections. Eng Struct 2004, 26:641-650.
    • (2004) Eng Struct , vol.26 , pp. 641-650
    • Wu, Y.F.1    Oehlers, D.J.2    Griffith, M.C.3
  • 41
    • 55949117489 scopus 로고    scopus 로고
    • Deformability of concrete beams with unbonded FRP tendons
    • Au F.T.K., Du J.S. Deformability of concrete beams with unbonded FRP tendons. Eng Struct 2008, 30:3764-3770.
    • (2008) Eng Struct , vol.30 , pp. 3764-3770
    • Au, F.T.K.1    Du, J.S.2
  • 42
    • 55949137594 scopus 로고    scopus 로고
    • An Alternative pushover analysis procedure to estimate seismic displacement demands
    • Kim S.P., Kurama Y.C. An Alternative pushover analysis procedure to estimate seismic displacement demands. Eng Struct 2008, 30:3793-3807.
    • (2008) Eng Struct , vol.30 , pp. 3793-3807
    • Kim, S.P.1    Kurama, Y.C.2
  • 44
    • 70449622752 scopus 로고    scopus 로고
    • A story shear-based adaptive pushover procedure for estimating seismic demands of buildings
    • Shakeri K., Shayanfar M.A., Kabeyasawa T. A story shear-based adaptive pushover procedure for estimating seismic demands of buildings. Eng Struct 2010, 32:174-183.
    • (2010) Eng Struct , vol.32 , pp. 174-183
    • Shakeri, K.1    Shayanfar, M.A.2    Kabeyasawa, T.3
  • 45
    • 0030230797 scopus 로고    scopus 로고
    • The stress strain relationship of confined and unconfined concrete
    • Attard M.M., Setunge S. The stress strain relationship of confined and unconfined concrete. ACI Mater J 1996, 93(5):432-442.
    • (1996) ACI Mater J , vol.93 , Issue.5 , pp. 432-442
    • Attard, M.M.1    Setunge, S.2
  • 46
    • 0141854071 scopus 로고    scopus 로고
    • Stress block parameters for high-strength concrete members
    • Bae S., Bayrak O. Stress block parameters for high-strength concrete members. ACI Struct J 2003, 100(5):626-636.
    • (2003) ACI Struct J , vol.100 , Issue.5 , pp. 626-636
    • Bae, S.1    Bayrak, O.2
  • 47
    • 3242892405 scopus 로고    scopus 로고
    • Rectangular stress block for high-strength concrete
    • Ozbakkaloglu T., Saatcioglu M. Rectangular stress block for high-strength concrete. ACI Struct J 2004, 101(4):475-483.
    • (2004) ACI Struct J , vol.101 , Issue.4 , pp. 475-483
    • Ozbakkaloglu, T.1    Saatcioglu, M.2
  • 48
    • 15044354434 scopus 로고    scopus 로고
    • Flexural behavior of confined high-strength concrete columns
    • Tan T.H., Nguyen N.B. Flexural behavior of confined high-strength concrete columns. ACI Struct J 2005, 102(2):198-205.
    • (2005) ACI Struct J , vol.102 , Issue.2 , pp. 198-205
    • Tan, T.H.1    Nguyen, N.B.2
  • 49
    • 78649449947 scopus 로고    scopus 로고
    • Concrete compressive stress distribution of RC members subjected to flexure. In: Proceedings of the 7th international conference on tall buildings. Paper No. 59.
    • Peng J, Ho JCM, Pam HJ, Wong YL. Concrete compressive stress distribution of RC members subjected to flexure. In: Proceedings of the 7th international conference on tall buildings. Paper No. 59. 2009. p. 527-37.
    • (2009) , pp. 527-37
    • Peng, J.1    Ho, J.C.M.2    Pam, H.J.3    Wong, Y.L.4
  • 50
    • 0004737713 scopus 로고
    • Effects of flexural strain gradients on micro-cracking and stress-strain behaviour of concrete
    • Sturman G.M., Shah S.P., Winter G. Effects of flexural strain gradients on micro-cracking and stress-strain behaviour of concrete. ACI J 1965, 62(8):805-822.
    • (1965) ACI J , vol.62 , Issue.8 , pp. 805-822
    • Sturman, G.M.1    Shah, S.P.2    Winter, G.3
  • 51
    • 0028590771 scopus 로고
    • Simulated seismic load tests on reinforced concrete columns
    • Watson S., Park R. Simulated seismic load tests on reinforced concrete columns. J Struct Eng, ASCE 1994, 120(6):1825-1849.
    • (1994) J Struct Eng, ASCE , vol.120 , Issue.6 , pp. 1825-1849
    • Watson, S.1    Park, R.2
  • 52
    • 58149456518 scopus 로고    scopus 로고
    • Behaviour of CFRP-strengthened slender square RC columns
    • Tao Z., Yu Q. Behaviour of CFRP-strengthened slender square RC columns. Mag Concr Res 2008, 60(7):523-533.
    • (2008) Mag Concr Res , vol.60 , Issue.7 , pp. 523-533
    • Tao, Z.1    Yu, Q.2
  • 53
    • 0027627531 scopus 로고
    • Confined concrete columns with stubs
    • Sheikh S.A., Khoury S.S. Confined concrete columns with stubs. ACI Struct J 1993, 90(4):414-431.
    • (1993) ACI Struct J , vol.90 , Issue.4 , pp. 414-431
    • Sheikh, S.A.1    Khoury, S.S.2
  • 54
    • 33745467778 scopus 로고    scopus 로고
    • Experimental assessment of reinforced concrete columns with deficient seismic details under cyclic load
    • Marefat M.S., Khanmohammadi M., Bahrani M.K., Goli A. Experimental assessment of reinforced concrete columns with deficient seismic details under cyclic load. Adv Struct Eng 2006, 9(3):337-347.
    • (2006) Adv Struct Eng , vol.9 , Issue.3 , pp. 337-347
    • Marefat, M.S.1    Khanmohammadi, M.2    Bahrani, M.K.3    Goli, A.4
  • 55
    • 0028255055 scopus 로고
    • Confinement of high-strength concrete columns
    • Sheikh S.A., Shah D.V., Khoury S.S. Confinement of high-strength concrete columns. ACI Struct J 1994, 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
  • 56
    • 0042346341 scopus 로고    scopus 로고
    • Influence of transverse steel configuration on post-elastic behaviour of high-strength reinforced concrete columns
    • Ho J.C.M., Pam H.J. Influence of transverse steel configuration on post-elastic behaviour of high-strength reinforced concrete columns. Trans Hong Kong Institution of Engineers 2003, 10(2):1-9.
    • (2003) Trans Hong Kong Institution of Engineers , vol.10 , Issue.2 , pp. 1-9
    • Ho, J.C.M.1    Pam, H.J.2
  • 57
    • 23844530043 scopus 로고    scopus 로고
    • Effect of transversal reinforcement in normal and high strength concrete columns
    • Nemecek P., Padevet B., Patzak B., Bittnar Z. Effect of transversal reinforcement in normal and high strength concrete columns. Mater Struct 2005, 38:665-671.
    • (2005) Mater Struct , vol.38 , pp. 665-671
    • Nemecek, P.1    Padevet, B.2    Patzak, B.3    Bittnar, Z.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.