메뉴 건너뛰기




Volumn , Issue , 2002, Pages 647-662

Progress on the Direct Strength method

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BUCKLING; CALIBRATION; COMPUTATIONAL METHODS; DATA ACQUISITION; FINITE ELEMENT METHOD; SHEAR STRESS; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL DESIGN;

EID: 3042681284     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (43)

References (33)
  • 2
    • 0040714562 scopus 로고    scopus 로고
    • American Iron and Steel Institute, Washington, D.C.
    • AISI (1996). Cold-Formed Steel Design Manual. American Iron and Steel Institute, Washington, D.C.
    • (1996) Cold-formed Steel Design Manual
  • 5
    • 0034085794 scopus 로고    scopus 로고
    • Recent research advances in cold-formed steel structures
    • Elsevier
    • Davies, J.M. (2000). "Recent research advances in cold-formed steel structures." J. Const Steel Res., Elsevier. 55(1-3).
    • (2000) J. Const Steel Res. , Issue.1-3 , pp. 55
    • Davies, J.M.1
  • 7
    • 0038938713 scopus 로고    scopus 로고
    • Distortional buckling of channels and zees not attached to sheathing
    • Washington D.C.
    • Ellifritt, D., Glover, B., Hren, J. (1997). "Distortional Buckling of Channels and Zees Not Attached to Sheathing." AISI Report, Washington D.C.
    • (1997) AISI Report
    • Ellifritt, D.1    Glover, B.2    Hren, J.3
  • 8
    • 3042565930 scopus 로고    scopus 로고
    • Cold-formed steel structures
    • Elsevier. [in print.]
    • Hancock, G.J. (2002). "Cold-formed steel structures." J. Const Steel Res. Elsevier. [in print.]
    • (2002) J. Const Steel Res.
    • Hancock, G.J.1
  • 10
    • 85040212582 scopus 로고
    • Design of trapezoidal sheeting provided with stiffeners in the flanges and webs
    • 1980
    • Höglund, T. (1980). "Design of Trapezoidal Sheeting Provided with Stiffeners in the Flanges and Webs." Swedish Council for Building Research, D28:1980.
    • (1980) Swedish Council for Building Research , vol.D28
    • Höglund, T.1
  • 11
    • 0017915518 scopus 로고
    • Transversally loaded thin-walled C-shaped panels with intermediate stiffeners
    • 1978
    • König, J. (1978). "Transversally Loaded Thin-Walled C-Shaped Panels With Intermediate Stiffeners." Swedish Council for Building Research, D7:1978.
    • (1978) Swedish Council for Building Research , vol.D7
    • König, J.1
  • 12
    • 0026900105 scopus 로고
    • Strength tests of cold-formed channel sections undergoing local and distortional buckling
    • ASCE
    • Kwon, Y.B., and Hancock, G.J., (1992) "Strength Tests of Cold-Formed Channel Sections undergoing Local and Distortional Buckling." J. of Struct. Eng., ASCE, 117(2) 1786-1803.
    • (1992) J. of Struct. Eng. , vol.117 , Issue.2 , pp. 1786-1803
    • Kwon, Y.B.1    Hancock, G.J.2
  • 13
    • 0040716545 scopus 로고
    • Structural behavior of beam webs subjected to bending stress
    • Univ. of Missouri-Rolla
    • LaBoube, R.A., Yu, W. (1978). "Structural Behavior of Beam Webs Subjected to Bending Stress." Civil Eng. Study Structural Series, Univ. of Missouri-Rolla. 78-1.
    • (1978) Civil Eng. Study Structural Series , pp. 78-81
    • Laboube, R.A.1    Yu, W.2
  • 14
    • 0023345845 scopus 로고
    • Distortional buckling formulas for channel columns
    • ASCE
    • Lau, S.C.W., and Hancock, G.J (1987). "Distortional Buckling Formulas for Channel Columns." J. of Struct. Eng., ASCE. 113(5) 1063-1078.
    • (1987) J. of Struct. Eng. , vol.113 , Issue.5 , pp. 1063-1078
    • Lau, S.C.W.1    Hancock, G.J.2
  • 17
    • 0028384497 scopus 로고
    • Load-eccentricity effects on cold-formed steel lipped- channel columns
    • ASCE
    • Miller, T.H., Peköz, T. (1994). "Load-Eccentricity Effects on Cold-Formed Steel Lipped- Channel Columns." J. of Struct. Eng., ASCE. 120(3) 805-823.
    • (1994) J. of Struct. Eng. , vol.120 , Issue.3 , pp. 805-823
    • Miller, T.H.1    Peköz, T.2
  • 21
    • 0347532305 scopus 로고
    • Structural behavior of longitudinally reinforced beam webs
    • Univ. of Missouri-Rolla
    • Phung, N., Yu, W.W. (1978). "Structural Behavior of Longitudinally Reinforced Beam Webs." Civil Eng. Study Structural Series, Univ. of Missouri-Rolla. 78-6.
    • (1978) Civil Eng. Study Structural Series , pp. 78-86
    • Phung, N.1    Yu, W.W.2
  • 22
    • 0027658634 scopus 로고
    • Web-flange interaction in cold-formed steel z-section columns
    • ASCE
    • Polyzois, D., Charnvarnichborikarn, P. (1993). "Web-Flange Interaction in Cold-Formed Steel Z-Section Columns." J. of Struct. Eng., ASCE, 119(9) 2607-2628.
    • (1993) J. of Struct. Eng. , vol.119 , Issue.9 , pp. 2607-2628
    • Polyzois, D.1    Charnvarnichborikarn, P.2
  • 24
    • 0035452108 scopus 로고    scopus 로고
    • Remarks to the direct strength method
    • Elsevier
    • Rusch, A., Lindner J. (2001). "Remarks to the Direct Strength Method," Thin-Walled Structures. Elsevier. 39 807-820.
    • (2001) Thin-walled Structures , vol.39 , pp. 807-820
    • Rusch, A.1    Lindner, J.2
  • 25
    • 0344858812 scopus 로고    scopus 로고
    • Local, distortional, and euler buckling in thin-walled columns
    • ASCE
    • Schafer, B.W. (2002). "Local, Distortional, and Euler Buckling in Thin-walled Columns." J. of Struct. Eng., ASCE. 128(3) 289-299.
    • (2002) J. of Struct. Eng. , vol.128 , Issue.3 , pp. 289-299
    • Schafer, B.W.1
  • 27
    • 0040122730 scopus 로고
    • Institut Für Statik, Technische Hochschule Darmstadt, Bericht Nr. 1, Darmstadt
    • Schardt, R. Schrade, W. (1982). "Kaltprofil-Pfetten." Institut Für Statik, Technische Hochschule Darmstadt, Bericht Nr. 1, Darmstadt.
    • (1982) Kaltprofil-pfetten
    • Schardt, R.1    Schrade, W.2
  • 29
    • 0040716543 scopus 로고
    • Behavior of web elements with openings subjected to bending, shear and the combination of bending and shear
    • University of Missouri-Rolla
    • Shan, M., LaBoube, R.A., Yu, W. (1994). "Behavior of Web Elements with Openings Subjected to Bending, Shear and the Combination of Bending and Shear." Civil Eng. Study Structural Series, University of Missouri-Rolla. 94-2.
    • (1994) Civil Eng. Study Structural Series , pp. 94-102
    • Shan, M.1    Laboube, R.A.2    Yu, W.3
  • 30
  • 31
    • 0025467736 scopus 로고
    • Behavior of cold-formed steel purlins under gravity loading
    • ASCE
    • Willis, C.T., Wallace, B. (1990). "Behavior of Cold-Formed Steel Purlins under Gravity Loading." Journal of Structural Engineering, ASCE. 116(8).
    • (1990) Journal of Structural Engineering , vol.116 , Issue.8
    • Willis, C.T.1    Wallace, B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.