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Peak Ground Velocity Sensitive Deformation Demands and a Rapid Damage Assessment Approach

Akkar, Sinan / Sucuoglu, Haluk

Abstract The effect of peak ground velocity (PCV) on the maximum inelastic deformation demand of simple, non-degrading structural systems is studied. Ground motion data sets are assembled for pre-defined ranges of PCV and they are used to conduct nonlinear response history analysis of single-degree-of-freedom (SDOF) systems. The study is focused on short and intermediate periods of vibration (T) and strength reduction factor (R) is used to define the lateral capacity of the structure. As part of the study, a simple tool for rapid damage assessment in pre-earthquake evaluation of existing building systems is proposed that combines the ground motion parameter PGV with structural properties R and T.

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Peak Ground Velocity Sensitive Deformation Demands and a Rapid Damage Assessment Approach

Akkar, Sinan / Sucuoglu, Haluk

Abstract The effect of peak ground velocity (PCV) on the maximum inelastic deformation demand of simple, non-degrading structural systems is studied. Ground motion data sets are assembled for pre-defined ranges of PCV and they are used to conduct nonlinear response history analysis of single-degree-of-freedom (SDOF) systems. The study is focused on short and intermediate periods of vibration (T) and strength reduction factor (R) is used to define the lateral capacity of the structure. As part of the study, a simple tool for rapid damage assessment in pre-earthquake evaluation of existing building systems is proposed that combines the ground motion parameter PGV with structural properties R and T.

Peak Ground Velocity Sensitive Deformation Demands and a Rapid Damage Assessment Approach

Akkar, Sinan / Sucuoglu, Haluk

Abstract The effect of peak ground velocity (PCV) on the maximum inelastic deformation demand of simple, non-degrading structural systems is studied. Ground motion data sets are assembled for pre-defined ranges of PCV and they are used to conduct nonlinear response history analysis of single-degree-of-freedom (SDOF) systems. The study is focused on short and intermediate periods of vibration (T) and strength reduction factor (R) is used to define the lateral capacity of the structure. As part of the study, a simple tool for rapid damage assessment in pre-earthquake evaluation of existing building systems is proposed that combines the ground motion parameter PGV with structural properties R and T.

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Titel:

Peak Ground Velocity Sensitive Deformation Demands and a Rapid Damage Assessment Approach

Beteiligte:

Akkar, Sinan (Autor:in) / Sucuoglu, Haluk (Autor:in)

Erschienen in:

Seismic Assessment and Rehabilitation of Existing Buildings ; 77-96

NATO Science Series ; 29

Erscheinungsdatum:

01.01.2003

Format / Umfang:

20 pages

ISBN:

978-1-4020-1625-7 , 978-94-010-0021-5

ISSN:

DOI:

https://doi.org/10.1007/978-94-010-0021-5_6

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Performance-based seismic engineering; Strength reduction factors; Maximum inelastic deformations; Peak ground velocity; Damage assessment Engineering , Civil Engineering , Geophysics/Geodesy , Vibration, Dynamical Systems, Control

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