Statistical evaluation of a new resistance model for cold-formed stainless steel cross-sections subjected to web crippling

Author:

Bock M.,Mirada F. X.,Real E.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference40 articles.

1. ANSI/ASCE 8-90 (1991). Specification for the design of cold-formed stainless steel structural members. Reston, Virginia.

2. SEI/ASCE 8-02 (2002). Specification for the design of cold-formed stainless steel structural members. Reston, Virginia.

3. Baddoo, N. R. and Francis, P. (2012). “Development of design rules in the AISC Design Guide for Structural Stainless Steel.” Proc. 4 th International Stainless Steel Experts Seminar, Ascot, UK.

4. Baddoo, N. R. and Francis, P. (2013). Re-evaluation of EN 1993-1-4 partial resistance factors. SCI report RT1533, The Steel Construction Institut, Ascot, UK.

5. Baehre, R. (1975). “Sheet metal panels for use in building construction- Recent research projects in Sweden.” Proc. of the 3rd International Specialty Conf. on Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Missouri, USA, pp. 383–455.

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