Erratum to: Effect of in-service strengthening on the axial load carrying capacity of steel box columns

Author:

Erfani Saeed,Naseri Mohsen,Akrami Vahid

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference34 articles.

1. ANSI/AISC360-10 (2010). Specification for Structural Steel Buildings (ANSI/AISC 360-10). American Institute of Steel Construction (AISC), Chicago-Illinois.

2. Bambach, M. R., H. H. Jama and M. Elchalakani (2009). “Axial capacity and design of thin-walled steel SHS strengthened with CFRP.” Thin-Walled Structures 47(10), pp. 1112–1121.

3. Ban, H., G. Shi, Y. Shi and Y. Wang (2012). “Overall buckling behavior of 460MPa high strength steel columns: Experimental investigation and design method.” Journal of Constructional Steel Research, 74, pp. 140–150.

4. Brown, J. H. (1988). “Reinforcing loaded steel compression members.” Engineering Journal, 25(4).

5. Bruneau, M., C.-M. Uang and S. E. R. Sabelli (2011). Ductile design of steel structures, McGraw Hill Professional.

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