Numerical Assessment of Reinforcing Details in Beam-Column Joints on Blast Resistance

Author:

Lim Kwang-Mo,Shin Hyun-Oh,Kim Dong-Joo,Yoon Young-Soo,Lee Joo-Ha

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference25 articles.

1. American Concrete Institute-American Society of Civil Engineers (ACI-ASCE) Committee 352, ACI 352R-02 Reapproved. (2010). Recommendations for design of beam-column connections in monolithic reinforced concrete structures. Farmington Hills, MI: ACI.

2. American Concrete Institute (ACI) Committee 318, ACI 318-11. (2011). Building code requirements for structural concrete & commentary. Farmington Hills, MI: ACI.

3. American Society of Civil Engineers-Structural Engineering Institute (ASCE/SEI). (2011). ASCE/SEI 59-11: blast protection of building. Reston, VA: ASCE.

4. Birkimer, D. L., & Lindemann, R. (1971). Dynamic tensile strength of concrete materials. ACI Journal Proceedings, 68(1), 47–49.

5. Bischoff, P. H., & Perry, S. H. (1991). Compressive behavior of concrete at high strain rates. Materials and Structures, 24, 425–450.

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