Response of RC Frames Strengthened by RC Infill Walls: Experimental Study-Reference-Cited by-同舟云学术

Response of RC Frames Strengthened by RC Infill Walls: Experimental Study

Published:2019-11 Issue:11 Volume:145 Page:04019129
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Papatheocharis Theocharis¹,Perdikaris Philip C.²,Moretti Marina L.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Thessaly, Pedion Areos, Volos 38334, Greece (corresponding author).

2. Retired, Professor, Dept. of Civil Engineering, Univ. of Thessaly, Pedion Areos, Volos 38334, Greece.

3. Assistant Professor, School of Architecture, National Technical Univ. of Athens, 42 Patision, Athens 10682, Greece.

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.0002425

Reference28 articles.

1. Strengthening of RC nonductile frames with RC infills: An experimental study

2. Hysteretic Response of Reinforced‐Concrete Infilled Frames

3. An experimental study on reinforced concrete partially infilled frames

4. Aoyama H. D. Kato H. Katsumata and Y. Hosokawa. 1984. “Strength and behavior of post-cast shear walls for strengthening of existing RC buildings.” In Vol. 4 of Proc. 8th World Conf. of Earthquake Engineering 485–492. Kanpur India: National Information Centre of Earthquake Engineering at Indian Institute of Technology.

5. Contribution of Reinforced Concrete infills to seismic behavior of structural systems;Canbay E.;ACI Struct. J.,2003

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