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Volumn 101, Issue 3, 2004, Pages 403-412

Seismic performance of reinforced concrete eccentric beam-column connections with floor slabs

Author keywords

Joint; Reinforced concrete; Slab

Indexed keywords

EARTHQUAKE RESISTANCE; FLOORS; REINFORCED CONCRETE; STRUCTURAL ANALYSIS;

EID: 2542596942     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (47)

References (12)
  • 2
    • 2542540065 scopus 로고    scopus 로고
    • Recommendations for design of beam-column connections in monolithic reinforced concrete structures (ACI 352R-02)
    • American Concrete Institute, Farmington Hills, Mich.
    • Joint ACI-ASCE Committee 352, "Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures (ACI 352R-02)," American Concrete Institute, Farmington Hills, Mich., 2002, 40 pp.
    • (2002) , pp. 40
  • 3
    • 85116385274 scopus 로고
    • Behavior of reinforced concrete beam-column joints with eccentricity
    • SP-123, J. O. Jirsa, ed., American Concrete Institute, Farmington Hills, Mich.
    • Joh, O.; Goto, Y.; and Shibata, T., "Behavior of Reinforced Concrete Beam-Column Joints with Eccentricity," Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 317-357.
    • (1991) Design of Beam-Column Joints for Seismic Resistance , pp. 317-357
    • Joh, O.1    Goto, Y.2    Shibata, T.3
  • 4
    • 2542625468 scopus 로고
    • The cyclic load performance of an eccentric beam-column joint
    • Central Laboratories, Lower Hutt, New Zealand, Aug.
    • Lawrance, G. M.; Beattie, G. J.; and Jacks, D. H., "The Cyclic Load Performance of an Eccentric Beam-Column Joint," Central Laboratories Report 91-25126, Central Laboratories, Lower Hutt, New Zealand, Aug. 1991, 81 pp.
    • (1991) Central Laboratories Report 91-25126 , pp. 81
    • Lawrance, G.M.1    Beattie, G.J.2    Jacks, D.H.3
  • 5
    • 0029195878 scopus 로고
    • Reinforced concrete eccentric beam-column connections subjected to earthquake-type loading
    • Jan.-Feb.
    • Raffaelle, G. S., and Wight, J. K., "Reinforced Concrete Eccentric Beam-Column Connections Subjected to Earthquake-Type Loading," ACI Structural Journal, V. 92, No. 1, Jan.-Feb. 1995, pp. 45-55.
    • (1995) ACI Structural Journal , vol.92 , Issue.1 , pp. 45-55
    • Raffaelle, G.S.1    Wight, J.K.2
  • 6
    • 0033134530 scopus 로고    scopus 로고
    • Cyclic behavior of reinforced concrete eccentric beam-column corner joints connecting spread-ended beams
    • May-June
    • Chen, C. C., and Chen, G. K., "Cyclic Behavior of Reinforced Concrete Eccentric Beam-Column Corner Joints Connecting Spread-Ended Beams," ACI Structural Journal, V. 96, No. 3, May-June 1999, pp. 443-449.
    • (1999) ACI Structural Journal , vol.96 , Issue.3 , pp. 443-449
    • Chen, C.C.1    Chen, G.K.2
  • 7
    • 2542591907 scopus 로고    scopus 로고
    • Towards the design of reinforced concrete eccentric beam-column joints
    • Vollum, R. L., and Newman, J. B., "Towards the Design of Reinforced Concrete Eccentric Beam-Column Joints," Magazine of Concrete Research, V. 51, No. 6, 1999, pp. 397-407.
    • (1999) Magazine of Concrete Research , vol.51 , Issue.6 , pp. 397-407
    • Vollum, R.L.1    Newman, J.B.2
  • 8
    • 0003887527 scopus 로고
    • Recommendations for design of beam-column joints in monolithic reinforced concrete structures (ACI 352R-85)
    • American Concrete Institute, Farmington Hills, Mich.
    • Joint ACI-ASCE Committee 352, "Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures (ACI 352R-85)," American Concrete Institute, Farmington Hills, Mich., 1985, 21 pp.
    • (1985) , pp. 21
  • 9
    • 0003600394 scopus 로고    scopus 로고
    • Building code requirements for structural concrete (ACI 318-02) and commentary (318R-02)
    • American Concrete Institute, Farmington Hills, Mich.
    • ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02)," American Concrete Institute, Farmington Hills, Mich., 2002, 443 pp.
    • (2002) , pp. 443
  • 10
    • 0027187523 scopus 로고
    • Parametric investigation of joint mechanics
    • Jan.-Feb.
    • Bonacci, J., and Pantazopoulou, S., "Parametric Investigation of Joint Mechanics," ACI Structural Journal, V. 90, No. 1, Jan.-Feb. 1993, pp. 61-71.
    • (1993) ACI Structural Journal , vol.90 , Issue.1 , pp. 61-71
    • Bonacci, J.1    Pantazopoulou, S.2
  • 11
    • 0019632585 scopus 로고
    • Shear strength of R/C beam-column connections
    • Meinheit, D. F., and Jirsa, J. O., "Shear Strength of R/C Beam-Column Connections," Journal of the Structural Division, ASCE, V. 107, No. ST11, 1981, pp. 2227-2244.
    • (1981) Journal of the Structural Division, ASCE , vol.107 , Issue.ST11 , pp. 2227-2244
    • Meinheit, D.F.1    Jirsa, J.O.2
  • 12
    • 0033993251 scopus 로고    scopus 로고
    • Analytical model for predicting shear strengths of interior reinforced concrete beam-column joints for seismic resistance
    • Jan.-Feb.
    • Hwang, S. J., and Lee, H. J., "Analytical Model for Predicting Shear Strengths of Interior Reinforced Concrete Beam-Column Joints for Seismic Resistance," ACI Structural Journal, V. 97, No. 11, Jan.-Feb. 2000, pp. 35-44.
    • (2000) ACI Structural Journal , vol.97 , Issue.1 , pp. 35-44
    • Hwang, S.J.1    Lee, H.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.