Effects of confinement in square hollow concrete column sections

Author:

Liang Xiao,Sritharan Sri

Funder

California Department of Transportation

National Natural Science Foundation of China

Natural Science Foundation of Tianjin Municipal Science and Technology Commission

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. Seismic performance of hollow bridge columns;Mo;ACI Struct J,2003

2. Seismic performance assessment of hollow reinforced concrete and prestressed concrete bridge columns;Kim;Int J Concr Struct Mater,2012

3. Seismic performance of circular hollow RC bridge columns;Lee;KSCE J Civ Eng,2015

4. Hines EM, Seible F, Priestley MJN. Seismic performance of hollow rectangular reinforced concrete piers with highly-confined boundary elements Phase I: Flexural tests; Phase II: Shear tests. Rep. No. SSRP-99/15 2002. San Diego: Structural Systems Research Project, Univ. of California.

5. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates;Scott;ACI J,1982

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