Performance of Beam-to-Column Connection of a Well-Detailed RC Moment Frame Building under Pseudodynamic Loading-Reference-Cited by-同舟云学术

Performance of Beam-to-Column Connection of a Well-Detailed RC Moment Frame Building under Pseudodynamic Loading

Published:2013-06 Issue:6 Volume:139 Page:886-896
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Unal Mehmet¹,Burak Burcu²

Affiliation:

1. Ph.D. Student, Civil Engineering Dept., Pennsylvania State Univ., University Park, PA 16802 (corresponding author).

2. Assistant Professor, Civil Engineering Dept., Middle East Technical Univ., K2-311 Ankara 06800, Turkey.

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.0000700

Reference23 articles.

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

2. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete.” ACI 318-08 Detroit.

3. ASCE. (2006). “Seismic rehabilitation of existing buildings.” ASCE SEI 41 Reston VA.

4. Pseudodynamic response of torsionally unbalanced two-storey test structure

5. Bradley B. Dhakal R. P. and Mander J. B. (2007). “Experimental multi-level seismic performance assessment of RC frame building designed for damage avoidance.” Proc. Int. Conf. on Civil Engineering in the New Millennium: Opportunities and Challenges Univ. of Canterbury Christchurch New Zealand.

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