Dear @RICARDI
Towards deformation-based capacity design of RCS beam–column connections
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Stability of web plates in W-shape columns accounting for flange/web interaction
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An Investigation into the Interaction of Flanges and Webs in Wide-Flange Shapes, Proceedings of the Annual Technical Session and Meeting, Cleveland, OH, April 16-17, 1985, Structural Stability Research Council, Bethlehem, PA, pp. 397–405.
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Stability of web plates in W-shape columns accounting for flange/web interaction
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Requesting following paper
Article/eBook Full Name: Arbitrarily shaped reinforced concrete members subject to biaxial bending and axial load
Author(s): C. Dundar,B. Sahin
Edition: Volume 49, Issue 4, Pages 643–662
Publish Date: 17 November 1993
Published By: Computers & Structures
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or
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Requesting following paper from ScieceDirect, please
Article/eBook Full Name: Shear truss analogy for concrete members of solid and hollow circular cross section
Author(s): J. Turmoa, G. Ramosb,A.C. Apariciob,
Edition: Volume 31, Issue 2, Pages 455–465
Publish Date: Feb 2009
Dear @krupp
Shear truss analogy for concrete members of solid and hollow circular cross section
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working link for post 397; links provided above does not work me
Arbitrarily shaped reinforced concrete members subject to biaxial bending and axial load
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