메뉴 건너뛰기




Volumn 124, Issue 7, 1998, Pages 765-774

Experimental analysis of bolted connections: snug versus preloaded bolts

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); BOLT TIGHTENING; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EID: 0032123716     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:7(765)     Document Type: Article
Times cited : (86)

References (21)
  • 1
    • 0016884076 scopus 로고
    • High-strength bolted connections subject to prying
    • Agerskov, H. (1976). "High-strength bolted connections subject to prying." J. Struct. Div., ASCE, 102, 161-175.
    • (1976) J. Struct. Div., ASCE , vol.102 , pp. 161-175
    • Agerskov, H.1
  • 2
    • 0028320022 scopus 로고
    • Comparative tests on end plate beam-to-column connections
    • Elsevier Science, London
    • Aggarwal, A. K. (1994). "Comparative tests on end plate beam-to-column connections." J. Constr. Steel Res., Elsevier Science, London, 30, 151-175.
    • (1994) J. Constr. Steel Res. , vol.30 , pp. 151-175
    • Aggarwal, A.K.1
  • 3
    • 0022075837 scopus 로고
    • Procedure for design and analysis of hanger-type connections
    • Astaneh, A. (1985). "Procedure for design and analysis of hanger-type connections." Engrg. J., AISC, 22(2), 63-66.
    • (1985) Engrg. J., AISC , vol.22 , Issue.2 , pp. 63-66
    • Astaneh, A.1
  • 4
    • 0348163077 scopus 로고
    • Behaviour of high strength bolts in bolted beam-to-column connections
    • Bursi, O. (1990). "Behaviour of high strength bolts in bolted beam-to-column connections." Proc., Appl. Stress Analysis Conf.
    • (1990) Proc., Appl. Stress Analysis Conf.
    • Bursi, O.1
  • 10
    • 0003037085 scopus 로고    scopus 로고
    • Some proposals to improve EC3-Annex J approach for predicting the moment-rotation curve of extended plate connections
    • Faella, C., Piluso, V., and Rizzano, G. (1996a). "Some proposals to improve EC3-Annex J approach for predicting the moment-rotation curve of extended plate connections." Costruzioni Metalliche, 4, 15-31.
    • (1996) Costruzioni Metalliche , vol.4 , pp. 15-31
    • Faella, C.1    Piluso, V.2    Rizzano, G.3
  • 12
    • 0025742142 scopus 로고
    • Top-and-seat angle connections and end-plate connections: Snug vs. fully pretensioned bolts
    • Fleischman, R. B., Chasten, C. P., Lu, L.-W., and Driscoll, G. C. (1991). "Top-and-seat angle connections and end-plate connections: Snug vs. fully pretensioned bolts." Engrg. J., AISC, First quarter, 18-28.
    • (1991) Engrg. J., AISC, First Quarter , pp. 18-28
    • Fleischman, R.B.1    Chasten, C.P.2    Lu, L.-W.3    Driscoll, G.C.4
  • 13
    • 0346272290 scopus 로고
    • A non-linear joint model for the design of structural steel frames
    • Humer, C., and Tschemmernegg, F. (1988). "A non-linear joint model for the design of structural steel frames." Costruzioni Metalliche, 1.
    • (1988) Costruzioni Metalliche , vol.1
    • Humer, C.1    Tschemmernegg, F.2
  • 14
    • 0346272286 scopus 로고
    • Effect of bolt preloading on joint behaviour
    • Kounadis, A. A., ed., Balkema, Rotterdam, The Netherlands
    • Jaspart, J. P., and Maquoi, R. (1995). "Effect of bolt preloading on joint behaviour." Proc., Steel Struct., Eurosteel '95, Kounadis, A. A., ed., Balkema, Rotterdam, The Netherlands, 219-226.
    • (1995) Proc., Steel Struct., Eurosteel '95 , pp. 219-226
    • Jaspart, J.P.1    Maquoi, R.2
  • 16
    • 0003725738 scopus 로고
    • Database of steel beam-to-column connections
    • School of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
    • Kishi, N., and Chen, W. F. (1986). "Database of steel beam-to-column connections." Struct. Engrg., Rep. No. CE-STR-86-26, School of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
    • (1986) Struct. Engrg., Rep. No. CE-STR-86-26 , vol.CE-STR-86-26
    • Kishi, N.1    Chen, W.F.2
  • 17
    • 0002470083 scopus 로고
    • Methods of prediction of joint behaviour: Beam-to-column connections
    • R. Narayanan, ed., Eisevier Applied Science, New York, N.Y.
    • Nethercot, D. A., and Zandonini, R. (1990). "Methods of prediction of joint behaviour: Beam-to-column connections." Structural Connections: Stability and Strength, R. Narayanan, ed., Eisevier Applied Science, New York, N.Y.
    • (1990) Structural Connections: Stability and Strength
    • Nethercot, D.A.1    Zandonini, R.2
  • 18
    • 85033916705 scopus 로고
    • Structural Stability Research Council, Task Group 25, University of Manitoba, Manitoba, Canada
    • SSRC. (1987). Connections bibliography, G. Morris (ed.). Structural Stability Research Council, Task Group 25, University of Manitoba, Manitoba, Canada.
    • (1987) Connections Bibliography
    • Morris, G.1
  • 19
    • 0022075653 scopus 로고
    • Prying action - A general treatment
    • Thornton, W. A. (1985). "Prying action - A general treatment." Engrg. J., AISC, 22(2), 67-75.
    • (1985) Engrg. J., AISC , vol.22 , Issue.2 , pp. 67-75
    • Thornton, W.A.1
  • 20
    • 0004764081 scopus 로고
    • SERICon - Databank on joints in building frames
    • Weinand, K. (1992). "SERICON - Databank on joints in building frames." Proc., 1st COST C1 Workshop.
    • (1992) Proc., 1st COST C1 Workshop
    • Weinand, K.1
  • 21
    • 0022680728 scopus 로고
    • Moment-rotation curves for bolted connections
    • Yee, Y. L., and Melchers, R. E. (1986). "Moment-rotation curves for bolted connections." J. Struct. Engrg., ASCE, 112(1), 615-635.
    • (1986) J. Struct. Engrg., ASCE , vol.112 , Issue.1 , pp. 615-635
    • Yee, Y.L.1    Melchers, R.E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.