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^*

^*Corresponding author for this work

Department of Civil Engineering

Research output: Contribution to journal › Article › peer-review

14 Citations (Scopus)

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.

Original language	English
Pages (from-to)	157-168
Number of pages	12
Journal	Engineering Failure Analysis
Volume	55
DOIs	https://doi.org/10.1016/j.engfailanal.2015.05.016
Publication status	Published - 2015

Bibliographical note

Publisher Copyright:
© 2015 Elsevier Ltd.

Keywords

Irregular RC building
Nonlinear static procedures
Pushover
Shear wall
Time history

UN SDGs

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

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10.1016/j.engfailanal.2015.05.016

Cite this

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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.",

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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

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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

Abstract

Bibliographical note

Keywords

UN SDGs

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