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Volumn 122, Issue 5, 1996, Pages 501-511

Behavior of beam-column connections under axial column tension

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); DEFORMATION; EARTHQUAKE RESISTANCE; FAILURE (MECHANICAL); JOINTS (STRUCTURAL COMPONENTS); MECHANICAL TESTING; SHEAR STRENGTH; STRESSES; STRUCTURAL DESIGN; STRUCTURAL LOADS; STRUCTURAL PANELS;

EID: 0030151641     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:5(501)     Document Type: Article
Times cited : (19)

References (10)
  • 2
    • 0028668354 scopus 로고
    • Experimental observations on the seismic shear performance of R/C beam-to-column connections subjected to varying axial column force
    • Agbabian, M. S., Higazy, E. M., Abdel-Ghaffar, A. M., and Elnashai, A. S. (1994). "Experimental observations on the seismic shear performance of R/C beam-to-column connections subjected to varying axial column force." Earthquake Engrg. and Struct. Dynamics, 23(8), 859-877.
    • (1994) Earthquake Engrg. and Struct. Dynamics , vol.23 , Issue.8 , pp. 859-877
    • Agbabian, M.S.1    Higazy, E.M.2    Abdel-Ghaffar, A.M.3    Elnashai, A.S.4
  • 3
    • 0026120717 scopus 로고
    • High-strength RC connections subjected to inelastic cyclic loading
    • ASCE
    • Alameddine, F., and Ehsani, M. R. (1991). "High-strength RC connections subjected to inelastic cyclic loading." J. Struct. Engrg., ASCE, 117(3), 829-850.
    • (1991) J. Struct. Engrg. , vol.117 , Issue.3 , pp. 829-850
    • Alameddine, F.1    Ehsani, M.R.2
  • 4
    • 5244251550 scopus 로고
    • Influence of transverse reinforcement in beam ends and joints on the behavior of R/C beam-column subassemblages
    • Tokyo/Kyoto, Japan
    • Goto, Y., Joh, O., and Shibata, T. (1988). "Influence of transverse reinforcement in beam ends and joints on the behavior of R/C beam-column subassemblages." Proc., 9th WCEE, Tokyo/Kyoto, Japan, 4, 585-591.
    • (1988) Proc., 9th WCEE , vol.4 , pp. 585-591
    • Goto, Y.1    Joh, O.2    Shibata, T.3
  • 7
    • 0019112932 scopus 로고
    • Hysteretic characteristics of beam to column connections in steel reinforced concrete structures
    • Minami, K., and Nishimura, Y. (1980). "Hysteretic characteristics of beam to column connections in steel reinforced concrete structures." Proc., 7th WCEE, 7, 305-309.
    • (1980) Proc., 7th WCEE , vol.7 , pp. 305-309
    • Minami, K.1    Nishimura, Y.2
  • 9
    • 0026626197 scopus 로고
    • Seismic resistance of type 2 exterior beam-column joints reinforced with inclined bars
    • Tegos, I., Tsonos, A., and Penelis, G. (1992). "Seismic resistance of type 2 exterior beam-column joints reinforced with inclined bars." ACI Struct. J., 89(1), 3-12.
    • (1992) ACI Struct. J. , vol.89 , Issue.1 , pp. 3-12
    • Tegos, I.1    Tsonos, A.2    Penelis, G.3
  • 10
    • 5244256240 scopus 로고
    • Int. Conf. of Build. Officials, Whittier, Calif.
    • Uniform building code. (1988). Int. Conf. of Build. Officials, Whittier, Calif.
    • (1988) Uniform Building Code


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.