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Volumn 33, Issue 2, 2006, Pages 134-147

Nonlinear analysis of beam-column joints using softened truss model

Author keywords

Compatibility methods; Constitutive laws; Equilibrium; Mechanics of materials; Models; Nonlinear analysis; Nonlinear programming; Shear strength; Strain; Stress; Trusses

Indexed keywords

SHEAR STRENGTH; STRAIN; STRESS ANALYSIS; TENSILE STRESS; TRUSSES;

EID: 27744444753     PISSN: 00936413     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.mechrescom.2005.09.002     Document Type: Article
Times cited : (17)

References (19)
  • 1
    • 0036648335 scopus 로고    scopus 로고
    • A new design equation for predicting the joint shear strength of monotonically loaded exterior beam-column joints
    • P.G. Bakir, and H.M. Boduroglu A new design equation for predicting the joint shear strength of monotonically loaded exterior beam-column joints Engineering Structures 24 8 2002 1105 1117
    • (2002) Engineering Structures , vol.24 , Issue.8 , pp. 1105-1117
    • Bakir, P.G.1    Boduroglu, H.M.2
  • 2
    • 0036730379 scopus 로고    scopus 로고
    • Predicting the failure modes of monotonically loaded reinforced concrete exterior beam-column joints
    • P.G. Bakir, and H.M. Boduroglu Predicting the failure modes of monotonically loaded reinforced concrete exterior beam-column joints Structural Engineering and Mechanics 14 3 2002 307 330
    • (2002) Structural Engineering and Mechanics , vol.14 , Issue.3 , pp. 307-330
    • Bakir, P.G.1    Boduroglu, H.M.2
  • 3
    • 0036703390 scopus 로고    scopus 로고
    • Earthquake risk and hazard mitigation in Turkey
    • P.G. Bakir, and H.M. Boduroglu Earthquake risk and hazard mitigation in Turkey Earthquake Spectra 18 3 2002 424 447
    • (2002) Earthquake Spectra , vol.18 , Issue.3 , pp. 424-447
    • Bakir, P.G.1    Boduroglu, H.M.2
  • 4
    • 0029361065 scopus 로고
    • Constitutive laws of softened concrete in biaxial tension-compression
    • A. Belarbi, and T.T.C. Hsu Constitutive laws of softened concrete in biaxial tension-compression ACI Structural Journal 92 5 1995 562 573
    • (1995) ACI Structural Journal , vol.92 , Issue.5 , pp. 562-573
    • Belarbi, A.1    Hsu, T.T.C.2
  • 7
    • 0026221175 scopus 로고
    • Nonlinear analysis of concrete membrane elements
    • T.T.C. Hsu Nonlinear analysis of concrete membrane elements ACI Structural Journal 88 5 1991 552 561
    • (1991) ACI Structural Journal , vol.88 , Issue.5 , pp. 552-561
    • Hsu, T.T.C.1
  • 9
    • 0032312053 scopus 로고    scopus 로고
    • Unified approach to shear analysis and design
    • T.T.C. Hsu Unified approach to shear analysis and design Cement and Concrete Composites 20 1998 419 435
    • (1998) Cement and Concrete Composites , vol.20 , pp. 419-435
    • Hsu, T.T.C.1
  • 11
    • 0346271012 scopus 로고
    • Constitutive laws for reinforced concrete in shear
    • Department of Civil and Environmental Engineering, University of Houston, Houston, TX
    • Pang, X.B., Hsu, T.T.C., 1992. Constitutive laws for reinforced concrete in shear. Research Report UHCEE 92-1, Department of Civil and Environmental Engineering, University of Houston, Houston, TX.
    • (1992) Research Report , vol.UHCEE 92-1
    • Pang, X.B.1    Hsu, T.T.C.2
  • 12
    • 0031072860 scopus 로고    scopus 로고
    • Shear strength within reinforced concrete beam-column joints
    • D.E. Parker, and P.J.M. Bullmann Shear strength within reinforced concrete beam-column joints The Structural Engineer 75 4 1997
    • (1997) The Structural Engineer , vol.75 , Issue.4
    • Parker, D.E.1    Bullmann, P.J.M.2
  • 13
    • 0022028731 scopus 로고
    • The shear design of in situ reinforced beam-column joints subjected to monotonic loading
    • K.F. Sarsam, and M.E. Phillips The shear design of in situ reinforced beam-column joints subjected to monotonic loading Magazine of Concrete Research 37 130 1985 16 28
    • (1985) Magazine of Concrete Research , vol.37 , Issue.130 , pp. 16-28
    • Sarsam, K.F.1    Phillips, M.E.2
  • 14
    • 0026915114 scopus 로고
    • The effects of detailing on RC beam-column connection behaviour
    • R.H. Scott The effects of detailing on RC beam-column connection behaviour The Structural Engineer 70 18 1992
    • (1992) The Structural Engineer , vol.70 , Issue.18
    • Scott, R.H.1
  • 17
    • 3943063810 scopus 로고
    • Average stress-strain relationship in post-yield range of steel bar in concrete
    • Tamai, S., Shima, H., Izumo, J., Okamura, H., 1988. Average stress-strain relationship in post-yield range of steel bar in concrete. Concrete Library of JSCE, No. 11.
    • (1988) Concrete Library of JSCE , vol.11
    • Tamai, S.1    Shima, H.2    Izumo, J.3    Okamura, H.4
  • 18
    • 0009973015 scopus 로고
    • The behavior of in situ concrete beam-column joints
    • Cement and Concrete Association
    • Taylor, H.P.J., 1974. The behavior of in situ concrete beam-column joints. Technical Report 42.492, Cement and Concrete Association.
    • (1974) Technical Report 42.492
    • Taylor, H.P.J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.