Art
J-GLOBAL ID:201802239557879448   Reference number:18A1758494

PROPOSAL OF MODIFIED FORMULA OF ULTIMATE SHEAR STRENGTH ON HEADED STUD

補正係数による頭付きスタッドの終局せん断耐力式の提案
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Material:
Volume: 83  Issue: 750  Page: 1205-1215(J-STAGE)  Publication year: 2018 
JST Material Number: F0393B  ISSN: 1340-4202  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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Concrete structures  ,  Metallic materials 
Reference (44):
  • 1) Architectural Institute of Japan : Design Reccomendation for Composite Constructions, Ver. 2, 2010 (in Japanese)
  • 2) Hiragi, H., Matsui, S., ans Fukumoto, Y. : Derivation of Strength Equations of Headed Stud Shear Connectors -Static Strengths-, Journal of Structural Engineering. Vol. 35A, pp. 1221-1232, 1989 (in Japanese)
  • 3) Hirama, C., Ishikawa, T., Hiragi, A., and Nguyen, M. : A Comprehensive Review of the Literature on Shear Strength of Push- out Tests of Headed Studs - Comprehensive and holistic analysis focusing in the type of slab, failure mode, and stud diameter -, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 82 No. 735, pp. 745-751, 2017.5 (in Japanese)
  • 4) AISC : Specification for Structural Steel Buildings, 2016.7
  • 5) European Committee for Standardization : Eurocode 4: Design of composite steel and concrete structure, Part 1-1, General rules and rules for building, (EN 1994-1-1:2004) , 2009
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