Re-evaluation of seismic capacity of interior beam-column joints

P. G. Bakir; H. M. Boduroǧlu

Re-evaluation of seismic capacity of interior beam-column joints

P. G. Bakir^*, H. M. Boduroǧlu

^*Bu çalışma için yazışmadan sorumlu yazar

İnşaat Mühendisliği Bölümü

Istanbul Technical University

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

1 Atıf (Scopus)

Özet

The re-evaluation of seismic capacity of interior beam-column joints was discussed. The findings of the investigations on the factors that effect the performance of interior joint under seismic loads were also presented. A database was inspected by bringing different tests from different countries together. The database consisted of interior joints which are under uniaxial and biaxial seismic loading and specimens subject to vertical and horizontal acceleration. The results show that concrete cylinder strength increased the joint shear strength, while the column axial load had no influence on the joint shear strength of cyclically loaded interior beam column connections.

Orijinal dil	İngilizce
Sayfa (başlangıç-bitiş)	111-120
Sayfa sayısı	10
Dergi	Advances in Earthquake Engineering
Hacim	9
Yayın durumu	Yayınlandı - 2001
Etkinlik	Third International Conference on Earthquake Resistant Engineering Structures, ERES III - Malaga, Spain Süre: 4 Eyl 2001 → 6 Eyl 2001

BM SKH

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Alıntı Yap

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title = "Re-evaluation of seismic capacity of interior beam-column joints",

abstract = "The re-evaluation of seismic capacity of interior beam-column joints was discussed. The findings of the investigations on the factors that effect the performance of interior joint under seismic loads were also presented. A database was inspected by bringing different tests from different countries together. The database consisted of interior joints which are under uniaxial and biaxial seismic loading and specimens subject to vertical and horizontal acceleration. The results show that concrete cylinder strength increased the joint shear strength, while the column axial load had no influence on the joint shear strength of cyclically loaded interior beam column connections.",

author = "Bakir, {P. G.} and Boduroǧlu, {H. M.}",

year = "2001",

language = "English",

volume = "9",

pages = "111--120",

journal = "Advances in Earthquake Engineering",

issn = "1361-617X",

publisher = "Computational Mechanics Publications",

note = "Third International Conference on Earthquake Resistant Engineering Structures, ERES III ; Conference date: 04-09-2001 Through 06-09-2001",

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TY - JOUR

T1 - Re-evaluation of seismic capacity of interior beam-column joints

AU - Bakir, P. G.

AU - Boduroǧlu, H. M.

PY - 2001

Y1 - 2001

N2 - The re-evaluation of seismic capacity of interior beam-column joints was discussed. The findings of the investigations on the factors that effect the performance of interior joint under seismic loads were also presented. A database was inspected by bringing different tests from different countries together. The database consisted of interior joints which are under uniaxial and biaxial seismic loading and specimens subject to vertical and horizontal acceleration. The results show that concrete cylinder strength increased the joint shear strength, while the column axial load had no influence on the joint shear strength of cyclically loaded interior beam column connections.

AB - The re-evaluation of seismic capacity of interior beam-column joints was discussed. The findings of the investigations on the factors that effect the performance of interior joint under seismic loads were also presented. A database was inspected by bringing different tests from different countries together. The database consisted of interior joints which are under uniaxial and biaxial seismic loading and specimens subject to vertical and horizontal acceleration. The results show that concrete cylinder strength increased the joint shear strength, while the column axial load had no influence on the joint shear strength of cyclically loaded interior beam column connections.

UR - http://www.scopus.com/inward/record.url?scp=2942679012&partnerID=8YFLogxK

M3 - Conference article

AN - SCOPUS:2942679012

SN - 1361-617X

VL - 9

SP - 111

EP - 120

JO - Advances in Earthquake Engineering

JF - Advances in Earthquake Engineering

T2 - Third International Conference on Earthquake Resistant Engineering Structures, ERES III

Y2 - 4 September 2001 through 6 September 2001

ER -

Re-evaluation of seismic capacity of interior beam-column joints

Özet

BM SKH

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