Non-contact lap splice connections for steel-plate composite walls - to - reinforced concrete structures

Author:

Seo Jungil,Varma Amit H.,Zhang Kai

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference15 articles.

1. JEA. Technical guidelines for seismic design of steel plate reinforced concrete structures: Buildings and structures. JEAG 4618, Japanese Electric Association, Tokyo, Japan; 2005.

2. KEPIC. Specification for safety-related steel plate concrete structures for nuclear facilities. Board of KEPIC Policy, Structural Committee, Korea Electric Association, Naju, Korea; 2010.

3. AISC Specification for safety-related steel structures for nuclear facilities. N690-18. American Institute of Steel Construction, Chicago, IL; 2018.

4. ACI Committee 318. Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary. ACI 318-08, American Concrete Institute, Farmington Hills, MI; 2008.

5. Chamberlin SJ. Spacing of spliced bars in tension pull-out specimens. ACI J Proc 1952;49(4).

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