Influence of Longitudinal Web Stiffeners on the Bending Capacity of c-shaped Thin-Walled Steel Members

Author:

Thach Toan Trung,Tran Van Phuc,Pham Song Hong,Pham Cao Hung

Publisher

Springer Nature Singapore

Reference5 articles.

1. Standards Australia, C.-F.S.S., AS/NZS 4600:2018 (2018)

2. Pham Cao, H., Hancock, G.J.: Direct strength design of cold-formed purlins. J. Struct. Eng. 135(3), 229–238 (2009)

3. Pham, S.H., Pham, C.H., Hancock, G.J.: Direct strength method of design for shear including sections with longitudinal web stiffeners. Thin-walled Struct. 81, 19–28 (2014)

4. Li, Z., Schafer, B.W.: Buckling Analysis of Cold-formed Steel Members with General Boundary Conditions Using CUFSM Conventional and Constrained Finite Strip Methods (2010)

5. Smith, B., Python port of CUFSM (Constrained and Unconstrained Finite Strip Method), for analysing the buckling of thin-walled structures. 2021: p. Github (2021)

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