Performance based modeling and evaluation of joint mechanics

P. G. Bakir; H. M. Boduroǧlu

Performance based modeling and evaluation of joint mechanics

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

Özet

A parametric study on the influence of different parametres to the joint shear strength was presented. To predict the failure modes and loads of the tests of experimental databases, a strut and tie model with new truss model was used. The truss and strut mechanism determined the joint shear, recommended some designs and predicted the modes and load failure accurately. The model predicted that the column bar ratio had no influence on joint shear strength and was independent of column axial load.

Orijinal dil	İngilizce
Sayfa (başlangıç-bitiş)	427-436
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

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Link to publication in Scopus

Alıntı Yap

@article{cb1a9119a0754932b520a79abea9210c,

title = "Performance based modeling and evaluation of joint mechanics",

abstract = "A parametric study on the influence of different parametres to the joint shear strength was presented. To predict the failure modes and loads of the tests of experimental databases, a strut and tie model with new truss model was used. The truss and strut mechanism determined the joint shear, recommended some designs and predicted the modes and load failure accurately. The model predicted that the column bar ratio had no influence on joint shear strength and was independent of column axial load.",

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

year = "2001",

language = "English",

volume = "9",

pages = "427--436",

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",

}

TY - JOUR

T1 - Performance based modeling and evaluation of joint mechanics

AU - Bakir, P. G.

AU - Boduroǧlu, H. M.

PY - 2001

Y1 - 2001

N2 - A parametric study on the influence of different parametres to the joint shear strength was presented. To predict the failure modes and loads of the tests of experimental databases, a strut and tie model with new truss model was used. The truss and strut mechanism determined the joint shear, recommended some designs and predicted the modes and load failure accurately. The model predicted that the column bar ratio had no influence on joint shear strength and was independent of column axial load.

AB - A parametric study on the influence of different parametres to the joint shear strength was presented. To predict the failure modes and loads of the tests of experimental databases, a strut and tie model with new truss model was used. The truss and strut mechanism determined the joint shear, recommended some designs and predicted the modes and load failure accurately. The model predicted that the column bar ratio had no influence on joint shear strength and was independent of column axial load.

UR - http://www.scopus.com/inward/record.url?scp=2942672372&partnerID=8YFLogxK

M3 - Conference article

AN - SCOPUS:2942672372

SN - 1361-617X

VL - 9

SP - 427

EP - 436

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 -

Performance based modeling and evaluation of joint mechanics

Özet

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