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

被引:5
作者
Akehashi, Hiroki [1 ]
Takewaki, Izuru [1 ]
机构
[1] Kyoto Univ, Grad Sch Engn, Dept Architecture & Architectural Engn, Kyotodaigaku Katsura Nishikyo, Kyoto 6158540, Japan
基金
日本学术振兴会;
关键词
facility; multi-objective optimization; real-coded genetic algorithm; recovery time; resilience; viscous damper; OPTIMAL-DESIGN; PLACEMENT; DOWNTIME;
D O I
10.1002/2475-8876.12273
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:279 / 294
页数:16
相关论文
共 31 条
[1]   Comparative investigation on optimal viscous damper placement for elastic-plastic MDOF structures: Transfer function amplitude or double impulse [J].
Akehashi, Hiroki ;
Takewaki, Izuru .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2020, 130
[2]   Optimal Viscous Damper Placement for Elastic-Plastic MDOF Structures Under Critical Double Impulse [J].
Akehashi, Hiroki ;
Takewaki, Izuru .
FRONTIERS IN BUILT ENVIRONMENT, 2019, 5
[3]  
[Anonymous], 2018, SEISMIC PERFORMANCE, VSecond
[4]  
[Anonymous], 2009, Building control with passive sampers: Optimal performance-based design for earthquakes
[5]  
Arfiadi Y, 2011, INT J OPTIM CIV ENG, V1, P167
[6]   Optimal damper distribution for seismic rehabilitation of planar building structures [J].
Aydin, E. ;
Boduroglu, M. H. ;
Guney, D. .
ENGINEERING STRUCTURES, 2007, 29 (02) :176-185
[7]  
Beck JL., 1999, DECISION SUPPORT EAR
[8]   On using genetic algorithms for optimum damper placement in space trusses [J].
Bishop, JA ;
Striz, AG .
STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2004, 28 (2-3) :136-145
[9]  
Bruneau M., 2006, P 8 US NATL C EARTHQ, P18
[10]   Seismic resilience of a hospital system [J].
Cimellaro, Gian Paolo ;
Reinhorn, Andrei M. ;
Bruneau, Michel .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2010, 6 (1-2) :127-144