Experimental Investigation of Nonductile RC Corner Beam-Column Joints with Floor Slabs-Reference-Cited by-同舟云学术

Experimental Investigation of Nonductile RC Corner Beam-Column Joints with Floor Slabs

Published:2013-01 Issue:1 Volume:139 Page:1-14
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Park Sangjoon¹,Mosalam Khalid M.²

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710.

2. Professor and Vice Chair, Dept. of Civil and Environmental Engineering, Univ. of California, 733 Davis Hall, Berkeley, CA 94720-1710 (corresponding author).

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.0000591

Reference33 articles.

1. Alire D. A. (2002). “Seismic evaluation of existing unconfined RC beam–column joints.” MSCE thesis Univ. of Washington Seattle WA.

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

3. American Concrete Institute (ACI). (2002). “Recommendations for design of beam-column connections in monolithic reinforced concrete structures.” ACI 352R-02 Farmington Hills MI.

4. A cyclic shear stress–strain model for joints without transverse reinforcement

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