Ductility of Ultra High-Strength Concrete Tied Columns under Combined Axial Load and Lateral Force

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Periodical:

Key Engineering Materials (Volumes 348-349)

Edited by:

J. Alfaiate, M.H. Aliabadi, M. Guagliano and L. Susmel

Pages:

609-612

Citation:

J.K. Kim et al., "Ductility of Ultra High-Strength Concrete Tied Columns under Combined Axial Load and Lateral Force ", Key Engineering Materials, Vols. 348-349, pp. 609-612, 2007

Online since:

September 2007

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[1] ACI Committee 318: Building Code Requirements for Reinforced Concrete (318-05) and Commentary (318R-05), American Concrete Institute (2005).

DOI: https://doi.org/10.1016/0262-5075(85)90031-4

[2] NZS 3101 Part 1, Code of practice for Design of Concrete Structures, Standard Association of New Zealand, (1995).

[3] Shamin A. Sheikh, Shafits. S. Khouy., A Performance-Based Approach for the Design of Confining Steel in Tied Columns, ACI Structural Journal, July Aug., 1997, p.421~431.