Access the full text.
Sign up today, get DeepDyve free for 14 days.
T. Kang, S. Ha, Dong-Uk Choi (2008)
Seismic Assessment of Beam-to-Column Interaction Utilizing Headed Bars
T. Kang, N. Mitra (2012)
Prediction of performance of exterior beam-column connections with headed bars subject to load reversalEngineering Structures, 41
(2008)
Recommendations for design of RC beam - column connections with headed bars
(2010)
Study on anchorage behavior of high tensile headed bar in beam-column joints. In: The 10th structural engineering seminar of Republic of China, Taoyuan, Taiwan, 2 December
(2010)
Study on anchorage behavior of headed bar in high-strength concrete
(2008)
Recommendations for design of RC beam-column connections with headed bars. In: The 14th world conference on earthquake engineering, Beijing, China, 12–17 October
The design of headed bars in interior and exterior beam–column joints to ensure satisfactory seismic anchorage performance has recently become a very important issue. This work investigates the seismic anchorage behavior of headed bars using 12 groups of full-size specimens of exterior and interior beam–column joints and suggests design requirements for headed bars in such joints. On the basis of the experimental investigation, this work comprehended the seismic anchorage behavior of headed bars using full-size specimens of exterior and interior beam–column joints and suggested design requirements for headed bars in such joints. Additionally, the application of headed bars with spliced and butted types on interior beam–column joints is also proved in this work. Therefore, based on the experimental results, the minimal required net spacing of headed bars can be set at 2.2db, instead of 4.0db, for seismic designs, and the minimal required anchorage length in ACI 318-11 for non-seismic design members can be used in seismic members.
Advances in Structural Engineering – SAGE
Published: May 1, 2016
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.