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Approximate Analysis Method for ModularTubular Falsework

  • Published:2001-03 Issue:3 Volume:127 Page:256-263
  • ISSN:0733-9445
  • Container-title:Journal of Structural Engineering
  • language:en
  • Short-container-title:J. Struct. Eng.

Author:

Peng J. L.123,Pan A. D. E.123,Chen W. F.123

Affiliation:

1. Assoc. Prof., Dept. of Constr. Engrg., Yunlin Univ. of Sci. and Technol., Touliu, Taiwan 640.

2. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China.

3. Prof. and Dean, Coll. of Engrg., Univ. of Hawaii, Honolulu, HI 96822.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference6 articles.

1. Chen W. F. and Lui E. M. ( 1988). Structural stability: Theory and implementation Elsevier Science New York.

2. Ellis J. S. ( 1958). “Plastic behavior of compression members.” J. Mech. Phys. Solids 6 282–300.

3. “Stability of elastio-plastic wide-flange columns.”;Hauck G. F.;J. Struct. Div.,1963

4. Liew J. Y. R. ( 1992). “Advanced analysis for frame design.” PhD dissertation School of Civ. Engrg. Purdue University West Lafayette Ind.

5. Inelastic Post‐Buckling Behavior of Tubular Members

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