Modeling of resilience based on categorized recovery scenario and improving resilience with viscous damper

In this study, a model for the evaluation of a building's resilience and recovery time is proposed, and a new method is developed for the optimal viscous damper placement for a targeted resilience. The features of this model are as follows: 1) building components are categorized into systems in...

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Published in:Japan architectural review Vol. 5; no. 3; pp. 279 - 294
Main Authors: Akehashi, Hiroki, Takewaki, Izuru
Format: Journal Article
Language:English
Published: Hoboken John Wiley & Sons, Inc 01-07-2022
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Abstract In this study, a model for the evaluation of a building's resilience and recovery time is proposed, and a new method is developed for the optimal viscous damper placement for a targeted resilience. The features of this model are as follows: 1) building components are categorized into systems in view of their functionality, 2) recovery time is regarded as a function of the damage to building components and human resources for repairing the components, 3) the model is applicable to structural design. This design method uses a type of real‐coded genetic algorithm (GA). The effective use of a constraint on the sum of the added damper damping coefficients enables an efficient search for the solution. A model for the evaluation of building’s resilience and recovery time is proposed and a new method is developed for optimal viscous damper placement toward targeted resilience. This design method uses a kind of real‐coded GA. The effective use of the constraint on the sum of added damper damping coefficients enables an efficient search for the solution.
AbstractList In this study, a model for the evaluation of a building's resilience and recovery time is proposed, and a new method is developed for the optimal viscous damper placement for a targeted resilience. The features of this model are as follows: 1) building components are categorized into systems in view of their functionality, 2) recovery time is regarded as a function of the damage to building components and human resources for repairing the components, 3) the model is applicable to structural design. This design method uses a type of real‐coded genetic algorithm (GA). The effective use of a constraint on the sum of the added damper damping coefficients enables an efficient search for the solution. A model for the evaluation of building’s resilience and recovery time is proposed and a new method is developed for optimal viscous damper placement toward targeted resilience. This design method uses a kind of real‐coded GA. The effective use of the constraint on the sum of added damper damping coefficients enables an efficient search for the solution.
In this study, a model for the evaluation of a building's resilience and recovery time is proposed, and a new method is developed for the optimal viscous damper placement for a targeted resilience. The features of this model are as follows: 1) building components are categorized into systems in view of their functionality, 2) recovery time is regarded as a function of the damage to building components and human resources for repairing the components, 3) the model is applicable to structural design. This design method uses a type of real‐coded genetic algorithm (GA). The effective use of a constraint on the sum of the added damper damping coefficients enables an efficient search for the solution.
Abstract In this study, a model for the evaluation of a building's resilience and recovery time is proposed, and a new method is developed for the optimal viscous damper placement for a targeted resilience. The features of this model are as follows: 1) building components are categorized into systems in view of their functionality, 2) recovery time is regarded as a function of the damage to building components and human resources for repairing the components, 3) the model is applicable to structural design. This design method uses a type of real‐coded genetic algorithm (GA). The effective use of a constraint on the sum of the added damper damping coefficients enables an efficient search for the solution.
Author Akehashi, Hiroki
Takewaki, Izuru
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  fullname: Akehashi, Hiroki
  organization: Kyoto University
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  givenname: Izuru
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  surname: Takewaki
  fullname: Takewaki, Izuru
  email: takewaki@archi.kyoto‐u.ac.jp
  organization: Kyoto University
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CitedBy_id crossref_primary_10_21595_jve_2024_23988
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crossref_primary_10_1155_2023_2568963
crossref_primary_10_1002_2475_8876_12280
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Notes (Transactions of AIJ). This paper is based on the translation of the Japanese version with some slight modifications.
https://doi.org/10.3130/aijs.86.577
Journal of Structural and Construction Engineering
The Japanese version of this paper was published in Volume 86, Number 782, pages 577–588
(Transactions of AIJ). The authors have obtained permission for secondary publication of the English version in another journal from the Editor of
of the
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Snippet In this study, a model for the evaluation of a building's resilience and recovery time is proposed, and a new method is developed for the optimal viscous...
Abstract In this study, a model for the evaluation of a building's resilience and recovery time is proposed, and a new method is developed for the optimal...
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SubjectTerms Building components
Buildings
Design techniques
Earthquakes
facility
Genetic algorithms
Human resources
Infrastructure
Integer programming
multi‐objective optimization
Optimization techniques
Power supply
real‐coded genetic algorithm
Recovery time
Resilience
Structural design
viscous damper
Viscous damping
Title Modeling of resilience based on categorized recovery scenario and improving resilience with viscous damper
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