Stability Criteria for Euler Columns with Intermediate and End Axial Loads-Reference-Cited by-同舟云学术

Stability Criteria for Euler Columns with Intermediate and End Axial Loads

Author:

Wang C. M.¹,Wang C. Y.²,Nazmul I. M.³

Affiliation:

1. Professor in Civil Engineering, National Univ. of Singapore, Kent Ridge, Singapore 119260.

2. Professor in Mathematics, Michigan State Univ., East Lansing, MI.

3. Graduate Student in Civil Engineering, National Univ. of Singapore, Kent Ridge, Singapore 119260.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

Reference6 articles.

1. Handbook of structural stability . (1971). Column Research Committee of Japan Corona Tokyo.

2. Kin S. (1940). “Analytical method for buckling strength of the continuous bar.” Trans. Jpn. Soc. Civil Eng. February.

3. Olsen R. G. (1934). Stahlbau Ht. 7 S.13.

5. Timoshenko S. P. and Gere J. M. (1961). Theory of elastic stability McGraw-Hill New York.

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