A new model to simulate joint shear behavior of poorly detailed beam–column connections in RC structures under seismic loads, Part I: Exterior joints-Reference-Cited by-同舟云学术

A new model to simulate joint shear behavior of poorly detailed beam–column connections in RC structures under seismic loads, Part I: Exterior joints

Published:2011-03 Issue:3 Volume:33 Page:1034-1051
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Sharma Akanshu,Eligehausen R.,Reddy G.R.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference68 articles.

1. Seismic design of reinforced concrete and masonry buildings;Paulay,1992

2. Paulay T, Park R. Joints of reinforced concrete frames designed for earthquake resistance. Research report 84-9. Christchurch: Department of Civil Engineering. University of Canterbury; 1984.

3. Reinforced concrete beam–column joints under seismic actions;Paulay;ACI J,1978

4. ACI 318M-08. Building code requirements for reinforced concrete. Detroit (Michigan): American Concrete Institute; 2008.

5. NZS 3101. Design of concrete structures. vols. 1 and 2. Wellington: Standards Association of New Zealand; 1995.

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