Strengthening of infilled RC frames by CFRP

G. Erol; K. Taskin; E. Yuksel; H. F. Karadogan

Strengthening of infilled RC frames by CFRP

G. Erol
, K. Taskin
, E. Yuksel
, H. F. Karadogan

Istanbul Technical University

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

6 Citations (Scopus)

Abstract

A series of tests has been performed at I.T.U. Structural and Earthquake Engineering Laboratory, to examine the differences between the structural behaviour of infilled RC frames strengthened by CFRP fabric with different connection details. Five identical 1/2 scale, one storey-one bay brittle brick infilled reinforced concrete frame specimens have been tested under cyclic lateral loads. The reinforced concrete bare frame and plastered brittle brick infilled RC frame are essentially reference specimens. Three other specimens have been strengthened using CFRP fabric with different connection details. The comparative results including lateral load capacities, failure modes and energy dissipitation are presented in this paper.

Original language	English
Title of host publication	Earthquake Resistant Engineering Structures V
Publisher	WITPress
Pages	591-600
Number of pages	10
ISBN (Print)	1845640187, 9781845640187
Publication status	Published - 2005
Event	5th World Conference on Earthquake Resistant Engineering Structures, ERES 2005 - Skiathos, Greece Duration: 30 May 2005 → 1 Jun 2005

Publication series

Name	WIT Transactions on the Built Environment
Volume	81
ISSN (Print)	1743-3509

Conference

Conference	5th World Conference on Earthquake Resistant Engineering Structures, ERES 2005
Country/Territory	Greece
City	Skiathos
Period	30/05/05 → 1/06/05

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

SDG 11 Sustainable Cities and Communities

Keywords

CFRP
Infill wall
Masonry
Strengthening

Cite this

@inproceedings{d82fcd4912354e48aa63ce4fbcdcc721,

title = "Strengthening of infilled RC frames by CFRP",

abstract = "A series of tests has been performed at I.T.U. Structural and Earthquake Engineering Laboratory, to examine the differences between the structural behaviour of infilled RC frames strengthened by CFRP fabric with different connection details. Five identical 1/2 scale, one storey-one bay brittle brick infilled reinforced concrete frame specimens have been tested under cyclic lateral loads. The reinforced concrete bare frame and plastered brittle brick infilled RC frame are essentially reference specimens. Three other specimens have been strengthened using CFRP fabric with different connection details. The comparative results including lateral load capacities, failure modes and energy dissipitation are presented in this paper.",

keywords = "CFRP, Infill wall, Masonry, Strengthening",

author = "G. Erol and K. Taskin and E. Yuksel and Karadogan, \{H. F.\}",

year = "2005",

language = "English",

isbn = "1845640187",

series = "WIT Transactions on the Built Environment",

publisher = "WITPress",

pages = "591--600",

booktitle = "Earthquake Resistant Engineering Structures V",

address = "United Kingdom",

note = "5th World Conference on Earthquake Resistant Engineering Structures, ERES 2005 ; Conference date: 30-05-2005 Through 01-06-2005",

}

TY - GEN

T1 - Strengthening of infilled RC frames by CFRP

AU - Erol, G.

AU - Taskin, K.

AU - Yuksel, E.

AU - Karadogan, H. F.

PY - 2005

Y1 - 2005

N2 - A series of tests has been performed at I.T.U. Structural and Earthquake Engineering Laboratory, to examine the differences between the structural behaviour of infilled RC frames strengthened by CFRP fabric with different connection details. Five identical 1/2 scale, one storey-one bay brittle brick infilled reinforced concrete frame specimens have been tested under cyclic lateral loads. The reinforced concrete bare frame and plastered brittle brick infilled RC frame are essentially reference specimens. Three other specimens have been strengthened using CFRP fabric with different connection details. The comparative results including lateral load capacities, failure modes and energy dissipitation are presented in this paper.

AB - A series of tests has been performed at I.T.U. Structural and Earthquake Engineering Laboratory, to examine the differences between the structural behaviour of infilled RC frames strengthened by CFRP fabric with different connection details. Five identical 1/2 scale, one storey-one bay brittle brick infilled reinforced concrete frame specimens have been tested under cyclic lateral loads. The reinforced concrete bare frame and plastered brittle brick infilled RC frame are essentially reference specimens. Three other specimens have been strengthened using CFRP fabric with different connection details. The comparative results including lateral load capacities, failure modes and energy dissipitation are presented in this paper.

KW - CFRP

KW - Infill wall

KW - Masonry

KW - Strengthening

UR - https://www.scopus.com/pages/publications/49149110268

M3 - Conference contribution

AN - SCOPUS:49149110268

SN - 1845640187

SN - 9781845640187

T3 - WIT Transactions on the Built Environment

SP - 591

EP - 600

BT - Earthquake Resistant Engineering Structures V

PB - WITPress

T2 - 5th World Conference on Earthquake Resistant Engineering Structures, ERES 2005

Y2 - 30 May 2005 through 1 June 2005

ER -

Strengthening of infilled RC frames by CFRP

Abstract

Publication series

Conference

UN SDGs

Keywords

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Cite this