Lattice Shear Reinforcement for Enhancement of Slab-Column Connections-Reference-Cited by-同舟云学术

Lattice Shear Reinforcement for Enhancement of Slab-Column Connections

Published:2012-03 Issue:3 Volume:138 Page:425-437
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Park Hong-Gun¹²³⁴,Kim You-Ni¹²³⁴,Song Jin-Gyu¹²³⁴,Kang Su-Min¹²³⁴

Affiliation:

1. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Gwanak 599, Gwanak-ro, Kwanak-Gu, Seoul, Korea 151-744 (corresponding author).

2. Graduate Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Gwanak 599, Gwanak-ro, Kwanak-Gu, Seoul, Korea 151-744.

3. Associate Professor, Dept. of Architecture, Chonnam National Univ., 300 Yongbong-dong, Buk-gu, Gwangju, Korea 500-757.

4. Researcher at Daelim Industrial Co., 146-12 Susong-Dong, Jongno-Gu, Seoul, Korea 110-732.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000484

Reference21 articles.

1. ACI Committee 318. (2008). Building code requirements for structural concrete (ACI 318-08) and commentary (ACI 318R-08) American Concrete Institute Farmington Hills MI.

2. ACI Committee 421. (1999). “Shear reinforcement for slabs.” ACI 421.1R-99 American Concrete Institute Farmington Hills MI.

3. Elimination of flat plate punching failure mode;Broms C. E.;ACI Struct. J.,2000

4. Flat plates in seismic areas: Comparison of shear reinforcement systems;Broms C. E.;ACI Struct. J.,2007

5. Cao H. (1993). “Seismic design of slab-column connections.” Ph.D. dissertation Univ. of Calgary Canada 185.

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