Seismic Response Evaluation of Posttensioned Precast Concrete Frames with Friction Dampers-Reference-Cited by-同舟云学术

Seismic Response Evaluation of Posttensioned Precast Concrete Frames with Friction Dampers

Published:2008-01 Issue:1 Volume:134 Page:132-145
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Morgen Brian G.¹²,Kurama Yahya C.¹²

Affiliation:

1. Project Engineer, Magnusson Klemencic Associates, 1301 Fifth Ave., Ste. 3200, Seattle, WA 98101 (corresponding author). Email: bmorgen@mka.com

2. Associate Professor, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556.

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%290733-9445%282008%29134%3A1%28132%29

Reference23 articles.

1. ACI Innovation Task Group 1. (2001). “Acceptance criteria for moment frames based on structural testing and commentary.” T1.1-01 American Concrete Institute Farmington Hills Mich.

2. ACI Innovation Task Group 1. (2003). “Special hybrid moment frames composed of discretely jointed precast and post-tensioned concrete members (ACI T1.2-03) and commentary (ACI T1.2R-03).” ACI T1.2-03 and ACI T1.2R-03 American Concrete Institute Farmington Hills Mich.

3. AIJ. (1993). “AIJ recommendations for the design of base isolated buildings.” Architectural Institute of Japan Tokyo Japan.

4. Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading

5. Cheok G. and Stone W. (1994). “Performance of 1/3-scale model precast concrete beam-column connections subjected to cyclic inelastic loads— Rep. No. 4 .” NISTIR No. 5436 National Institute of Standards and Technology (NIST) Gaithersburg Md.

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