Evaluation of the Predictive Models for Stiffness, Strength, and Deformation Capacity of RC Frames with Masonry Infill Walls-Reference-Cited by-同舟云学术

Evaluation of the Predictive Models for Stiffness, Strength, and Deformation Capacity of RC Frames with Masonry Infill Walls

Published:2014-10 Issue:10 Volume:140 Page:06014003
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Turgay Tahsin¹,Durmus Meril Cigdem²,Binici Baris³,Ozcebe Guney⁴

Affiliation:

1. Associate Professor, Dept. of Architecture, Sakarya Univ., 54300 Sakarya, Turkey.

2. Research Assistant, Dept. of Civil Engineering, Inonu Bulvarı, Middle East Technical Univ., 06800 Ankara, Turkey.

3. Professor, Dept. of Civil Engineering, Inonu Bulvarı, Middle East Technical Univ., 06800 Ankara, Turkey (corresponding author).

4. Professor, Dean of Engineering, Ziya Gokalp Cad. No. 48, TED Univ., 06420 Ankara, 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.0001069

Reference41 articles.

1. Akguzel U. (2003). “Seismic retrofit of brick infilled R/C frames with lap splice problems in columns.” M.Sc. thesis Dept. of Civil Engineering Bogazici Univ. Istanbul Turkey.

2. Akin E. (2011). “Strengthening of brick infilled RC frames with CFRP reinforcement—General principles.” Ph.D. thesis Middle East Technical Univ. Ankara Turkey.

3. Behavior of FRP Strengthened Infill Walls under In-Plane Seismic Loading

4. An experimental study on strengthening of masonry infilled RC frames using diagonal CFRP strips

5. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11/ACI 318R-11 Farmington Hills MI.

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