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

İnşaat Mühendisliği Bölümü

Istanbul Technical University

Araştırma sonucu: ???type-name??? › Konferans katkısı › bilirkişi

4 Atıf (Scopus)

Özet

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.

Orijinal dil	İngilizce
Ana bilgisayar yayını başlığı	Earthquake Resistant Engineering Structures V
Yayınlayan	WITPress
Sayfalar	591-600
Sayfa sayısı	10
ISBN (Basılı)	1845640187, 9781845640187
Yayın durumu	Yayınlandı - 2005
Etkinlik	5th World Conference on Earthquake Resistant Engineering Structures, ERES 2005 - Skiathos, Greece Süre: 30 May 2005 → 1 Haz 2005

Yayın serisi

Adı	WIT Transactions on the Built Environment
Hacim	81
ISSN (Basılı)	1743-3509

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???event.eventtypes.event.conference???	5th World Conference on Earthquake Resistant Engineering Structures, ERES 2005
Ülke/Bölge	Greece
Şehir	Skiathos
Periyot	30/05/05 → 1/06/05

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@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 - http://www.scopus.com/inward/record.url?scp=49149110268&partnerID=8YFLogxK

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

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