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Volumn 124, Issue 7, 1998, Pages 784-791

Design guidelines for longitudinal plate to HSS connections

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSION TESTING; DEFORMATION; FINITE ELEMENT METHOD; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; STIFFNESS; STRUCTURAL DESIGN; YIELD STRESS;

EID: 0032121936     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:7(784)     Document Type: Article
Times cited : (45)

References (19)
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    • (1997) CIDECT Report , vol.5 BH-13-97
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  • 3
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    • Cao, J. J., Packer, J. A., and Yang, G. J. (1998). "Yield line analysis of RHS connections with axial loads." J. Constr. Steel Res., in press.
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    • (1982) Can. J. Civ. Engrg. , vol.9 , pp. 458-467
    • Davies, G.1    Packer, J.A.2
  • 5
    • 0027649226 scopus 로고
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    • Ottawa, Canada
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    • Ottawa, Canada
    • Dawe, J. L., and Mehendale, S. V. (1995). "Shear connections using stub tees between W beams and HSS columns." Can. J. Civ. Engrg., Ottawa, Canada, 22, 683-691.
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    • Dawe, J.L.1    Mehendale, S.V.2
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    • The static strength of welded joints between structural hollow sections or between structural hollow sections and H-sections. II: Joints between rectangular hollow sections
    • Delft University of Technology, Delft, The Netherlands
    • de Koning, C. H. M., and Wardenier, J. (1985). "The static strength of welded joints between structural hollow sections or between structural hollow sections and H-sections. II: Joints between rectangular hollow sections." Stevin Rep. 6-84-19, Delft University of Technology, Delft, The Netherlands.
    • (1985) Stevin Rep. 6-84-19
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  • 8
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  • 10
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  • 13
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.