Performance assessment of irregular RC buildings with shear walls after Earthquake

Ali Koçak; Başak Zengin; Fethi Kadioğlu

doi:10.1016/j.engfailanal.2015.05.016

Performance assessment of irregular RC buildings with shear walls after Earthquake

Ali Koçak, Başak Zengin, Fethi Kadioğlu^*

^*Bu çalışma için yazışmadan sorumlu yazar

İnşaat Mühendisliği Bölümü

Araştırma sonucu: ???type-name??? › Makale › bilirkişi

14 Atıf (Scopus)

Özet

This paper discusses the behavior of frame-wall irregularity on established existing reinforced concrete (RC) structures that were subjected to the 1999 Kocaeli Earthquake in Turkey. In particular, reference is made to the nonlinear static analysis and nonlinear dynamic analysis of reinforced concrete (RC) structures containing shear walls. The layered shell model has been chosen due to its advantages. The damage observed after reconnaissance studies has been captured using the 3D model. The imperfections that the irregularity effects caused are discussed throughout the paper.

Orijinal dil	İngilizce
Sayfa (başlangıç-bitiş)	157-168
Sayfa sayısı	12
Dergi	Engineering Failure Analysis
Hacim	55
DOI'lar	https://doi.org/10.1016/j.engfailanal.2015.05.016
Yayın durumu	Yayınlandı - 2015

Bibliyografik not

Publisher Copyright:
© 2015 Elsevier Ltd.

BM SKH

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Belgeye Erişim

10.1016/j.engfailanal.2015.05.016

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

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title = "Performance assessment of irregular RC buildings with shear walls after Earthquake",

abstract = "This paper discusses the behavior of frame-wall irregularity on established existing reinforced concrete (RC) structures that were subjected to the 1999 Kocaeli Earthquake in Turkey. In particular, reference is made to the nonlinear static analysis and nonlinear dynamic analysis of reinforced concrete (RC) structures containing shear walls. The layered shell model has been chosen due to its advantages. The damage observed after reconnaissance studies has been captured using the 3D model. The imperfections that the irregularity effects caused are discussed throughout the paper.",

keywords = "Irregular RC building, Nonlinear static procedures, Pushover, Shear wall, Time history",

author = "Ali Ko{\c c}ak and Ba{\c s}ak Zengin and Fethi Kadioğlu",

note = "Publisher Copyright: {\textcopyright} 2015 Elsevier Ltd.",

year = "2015",

doi = "10.1016/j.engfailanal.2015.05.016",

language = "English",

volume = "55",

pages = "157--168",

journal = "Engineering Failure Analysis",

issn = "1350-6307",

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TY - JOUR

T1 - Performance assessment of irregular RC buildings with shear walls after Earthquake

AU - Koçak, Ali

AU - Zengin, Başak

AU - Kadioğlu, Fethi

PY - 2015

Y1 - 2015

N2 - This paper discusses the behavior of frame-wall irregularity on established existing reinforced concrete (RC) structures that were subjected to the 1999 Kocaeli Earthquake in Turkey. In particular, reference is made to the nonlinear static analysis and nonlinear dynamic analysis of reinforced concrete (RC) structures containing shear walls. The layered shell model has been chosen due to its advantages. The damage observed after reconnaissance studies has been captured using the 3D model. The imperfections that the irregularity effects caused are discussed throughout the paper.

AB - This paper discusses the behavior of frame-wall irregularity on established existing reinforced concrete (RC) structures that were subjected to the 1999 Kocaeli Earthquake in Turkey. In particular, reference is made to the nonlinear static analysis and nonlinear dynamic analysis of reinforced concrete (RC) structures containing shear walls. The layered shell model has been chosen due to its advantages. The damage observed after reconnaissance studies has been captured using the 3D model. The imperfections that the irregularity effects caused are discussed throughout the paper.

KW - Irregular RC building

KW - Nonlinear static procedures

KW - Pushover

KW - Shear wall

KW - Time history

UR - http://www.scopus.com/inward/record.url?scp=84930684712&partnerID=8YFLogxK

U2 - 10.1016/j.engfailanal.2015.05.016

DO - 10.1016/j.engfailanal.2015.05.016

M3 - Article

AN - SCOPUS:84930684712

SN - 1350-6307

VL - 55

SP - 157

EP - 168

JO - Engineering Failure Analysis

JF - Engineering Failure Analysis

ER -

Performance assessment of irregular RC buildings with shear walls after Earthquake

Özet

Bibliyografik not

BM SKH

Belgeye Erişim

Diğer Dosyalar ve Linkler

Parmak izi

Alıntı Yap