Art
J-GLOBAL ID:200902154865850327   Reference number:03A0037726

Inelastic buckling load of unbraced frame dominated by single buckling of column.

柱の単独座屈に支配される純ラーメンの非弾性座屈荷重
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Material:
Issue: 562  Page: 167-173  Publication year: Dec. 30, 2002 
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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Metal structures  ,  General 
Reference (16):
  • 日本建築学会. 鋼構造座屈設計指針. 1996
  • CHU, K-H. Effective Column Length in Unsymmetrical Frames. Publ., Int. Assoc. Bridge Struct. Eng. 1969, 29-1
  • American Institute of Steel Construction. Commentary on the AISC Specification, Manual of Steel Construction
  • ZWEIG, A. Buckling Analysis of One-story Frames. Journal of the Structural Division, Am. Soc. of Civil Engrs. 1968, Sept
  • SALEM, A. Disscucion of "Buckling Analysis of One-Story Frames. Journal of the Structural Division. 1969, 95, ST5
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