Cross-Sectional Classification for Aluminum Beams—Parametric Study-Reference-Cited by-同舟云学术

Cross-Sectional Classification for Aluminum Beams—Parametric Study

Published:2001-03 Issue:3 Volume:127 Page:271-279
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Matteis G. De¹²³⁴³,Moen L. A.¹²³⁴³,Langseth M.¹²³⁴³,Landolfo R.¹²³⁴³,Hopperstad O. S.¹²³⁴³,Mazzolani F. M.¹²³⁴³

Affiliation:

1. Res., Dept. of Struct. Anal. and Des., Univ. of Naples Federico II, Naples, Italy. E-mail: demattei@unina.it

2. PhD, Norsk Hydro Tech. and Proj. Div., Light Metal Products N-0246 Oslo, Norway.

3. Prof., Dept. of Struct. Engrg., Norwegian Univ. of Sci. and Technol. (NTNU), 7034 Trondheim, Norway.

4. Prof., DSSAR, Univ. of Chieti, Pescara, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A3%28271%29

Reference37 articles.

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3. Box G. E. P. Hunter W. G. and Hunter G. S. ( 1978). Statistics for experimenters. An introduction to design data analysis and model building Wiley New York.

4. “Moment rotation curves for locally buckling beams.”;Climenhaga J. J.;J. Struct. Div.,1972

5. Daali M. L. and Korol R. M. ( 1995). “Prediction of local buckling and rotation capacity at maximum moment.” J. Constr. Steel Res. 32 1–13.

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