Yield Moment of Cold-Formed Steel Beams under Different Strain Rates-Reference-Cited by-同舟云学术

Yield Moment of Cold-Formed Steel Beams under Different Strain Rates

Published:2001-03 Issue:3 Volume:127 Page:264-270
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pan Chi-Ling¹²³⁴,Yu Wei-Wen¹²³⁴

Affiliation:

1. Associate Member, ASCE

2. Fellow, ASCE

3. Assoc. Prof., Dept. of Constr. Engrg., Chaoyang Univ. of Technol., 168 Gifeng E. Rd., Wufeng, Taichung County, Taiwan.

4. Curators' Prof. Emeritus, Dept. of Civ. Engrg., Univ. of Missouri-Rolla, Rolla, MO 65401.

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%28264%29

Reference12 articles.

1. American Iron and Steel Institute (AISI). ( 1996). “Specification for the design of cold-formed steel structural members.” Cold-formed steel design manual 1996 Ed. Washington D.C.

2. Aspden R. J. and Campbell J. D. ( 1966). “The effect of loading rate on the elasto-plastic flexure of steel beams.” Proc. Royal Soc. London A290 266–285.

3. Bonder S. R. and Symonds P. S. ( 1962). “Experimental and theoretical investigation of the plastic deformation of cantilever beams subjected to impulsive loading.” J. Appl. Mech. 29(December) 719–728.

4. Forrestal M. J. and Wesenberg D. L. ( 1977). “Elastic plastic response of simply supported 1018 steel beams to impulse loads.” J. Appl. Mech. 44(December) 779–780.

5. “Local buckling of cold-formed steel members.”;Kalyanaraman V.;J. Struct. Div.,1979

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Flexural-Torsional buckling tests of cold-formed lipped Channel beams under restrained boundary conditions;International Journal of Steel Structures;2016-09

2. Flexural-torsional buckling tests of cold-formed lipped channel beams under restrained boundary conditions;KSCE Journal of Civil Engineering;2015-01-12

3. Nonlinear Analysis of Prestressed Cold-Formed U-Shaped Steel and Concrete Composite Beams;Advanced Materials Research;2012-11

4. Cold-formed steel structures;Journal of Constructional Steel Research;2003-04