Torsional stiffness requirements for diaphragm bracing of discretely braced I-girders-Reference-Cited by-同舟云学术

Torsional stiffness requirements for diaphragm bracing of discretely braced I-girders

Published:2014-06 Issue:2 Volume:14 Page:355-368
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Choi Byung H.,Lee Tae-Hyung,Park Yong-Myung

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s13296-014-2015-z.pdf

Reference13 articles.

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2. AISC (2006). Steel construction manual. 13th ed., American Institute of Steel Construction, Chicago, IL.

3. Akay, H. U., Johnson, C. P., and Will, K. M. (1977). “Lateral and local buckling of beams and frames.” ASCE J. Struct. Div., 103(9), pp. 1821–1832.

4. SSRC (1998). Guide to stability design criteria for metal structures. 5th ed., T. V. Galambos, Ed., Structural Stability Research Council, Wiley, New York.

5. Choi, B. H. and Park, Y. M. (2010). “Inelastic buckling of torsionally braced I-girders under uniform bending: II. Experimental study.” Journal of Constructional Steel Research, 66(10), pp. 1128–1137.

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