Assessment of engineering demand parameters through SHM for RC-structures

Ali Yesilyurt; M. Rizwan Akram; A. Can Zulfikar

doi:10.1007/s13349-019-00333-y

Assessment of engineering demand parameters through SHM for RC-structures

Ali Yesilyurt^*, M. Rizwan Akram, A. Can Zulfikar

^*Corresponding author for this work

Gebze Technical University

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

8 Citations (Scopus)

Abstract

Almost all in service and structures need some form of maintenance for monitoring their reliability and health conditions to extend their lifespans or to avoid cataclysmic failure. Structural health monitoring (SHM) is an advanced topic in the field of structural engineering that enables to monitor the structures for future safety. Considering this importance, the current research carries out SHM algorithm for RC high-rise building structures with shear walls. In this study, an approach applicable to real-time has been presented enabling decision-makers to assess the structural condition during the extreme cases. The parametric study has been done on ten stories RC residential building located in Walnut Creek, in the California State USA by considering four major recent earthquakes in the region. For algorithmic examination, general engineering demand parameters (EDPs) have been introduced. The EDPs such as spectral displacement (S_d), Inter-story drift ratio (∆s), Arias intensity (I_a) and spectral acceleration (S_a) limits have been investigated.

Original language	English
Pages (from-to)	253-261
Number of pages	9
Journal	Journal of Civil Structural Health Monitoring
Volume	9
Issue number	2
DOIs	https://doi.org/10.1007/s13349-019-00333-y
Publication status	Published - Apr 2019
Externally published	Yes

Bibliographical note

Publisher Copyright:
© Springer-Verlag GmbH Germany, part of Springer Nature 2019.

Keywords

Earthquake
Response spectra and Arias intensity
Structural monitoring

UN SDGs

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

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10.1007/s13349-019-00333-y

Cite this

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abstract = "Almost all in service and structures need some form of maintenance for monitoring their reliability and health conditions to extend their lifespans or to avoid cataclysmic failure. Structural health monitoring (SHM) is an advanced topic in the field of structural engineering that enables to monitor the structures for future safety. Considering this importance, the current research carries out SHM algorithm for RC high-rise building structures with shear walls. In this study, an approach applicable to real-time has been presented enabling decision-makers to assess the structural condition during the extreme cases. The parametric study has been done on ten stories RC residential building located in Walnut Creek, in the California State USA by considering four major recent earthquakes in the region. For algorithmic examination, general engineering demand parameters (EDPs) have been introduced. The EDPs such as spectral displacement (Sd), Inter-story drift ratio (∆s), Arias intensity (Ia) and spectral acceleration (Sa) limits have been investigated.",

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author = "Ali Yesilyurt and {Rizwan Akram}, M. and {Can Zulfikar}, A.",

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AU - Rizwan Akram, M.

AU - Can Zulfikar, A.

N1 - Publisher Copyright: © Springer-Verlag GmbH Germany, part of Springer Nature 2019.

PY - 2019/4

Y1 - 2019/4

N2 - Almost all in service and structures need some form of maintenance for monitoring their reliability and health conditions to extend their lifespans or to avoid cataclysmic failure. Structural health monitoring (SHM) is an advanced topic in the field of structural engineering that enables to monitor the structures for future safety. Considering this importance, the current research carries out SHM algorithm for RC high-rise building structures with shear walls. In this study, an approach applicable to real-time has been presented enabling decision-makers to assess the structural condition during the extreme cases. The parametric study has been done on ten stories RC residential building located in Walnut Creek, in the California State USA by considering four major recent earthquakes in the region. For algorithmic examination, general engineering demand parameters (EDPs) have been introduced. The EDPs such as spectral displacement (Sd), Inter-story drift ratio (∆s), Arias intensity (Ia) and spectral acceleration (Sa) limits have been investigated.

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Assessment of engineering demand parameters through SHM for RC-structures

Abstract

Bibliographical note

Keywords

UN SDGs

Access to Document

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