2012 ©
             Publication
Journal Publication
Research Title THE OPTIMAL METHOD FOR BUILDING DAMAGE FRAGILITY CURVE DEVELOPMENT 
Date of Distribution 20 November 2019 
Conference
     Title of the Conference INTERNATIONAL CONFERENCE – GEOMATE 2019 GEOTECHNIQUE, CONSTRUCTION MATERIALS AND ENVIRONMENT 
     Organiser THE GEOMATE INTERNATIONAL SOCIETY 
     Conference Place Fuchu Tokyo 
     Province/State Japan 
     Conference Date 20 November 2019 
     To 22 November 2019 
Proceeding Paper
     Volume 2019 
     Issue ISBN Number: 978-4-909106025 C3051 
     Page 906-923 
     Editors/edition/publisher The GEOMATE International Society,Tsu city, Mie, Japan 
     Abstract A fragility curve is a primary component in the risk assessment, which is useful for evacuation planning, estimation of potential losses, and estimation of the damage to residential buildings caused by natural hazards. In general, a fragility curve represents the relationship between the probability of exceeding a specific damage state of a structure and natural hazard intensity. For determining such a curve, two parameters: the median and standard deviation are estimated. A fragility curve can be constructed using empirical data and analytical data. Numerical fitting data is used to develop the fragility curve. Various methods have been proposed using numerical fitting data to approximate the fragility curves. However, the most widely used methods for developing fragility curves are the least-squares method and the maximum likelihood method. In this present study, these two different numerical fitting data methods for fragility curve development are analyzed and compared. Basic assumptions and limitations of each method are also discussed. The building damage data used in all methods to derive the fragility curve is generated from hypothetical damage data assuming a lognormal distribution. Finally, the maximum likelihood method is proven to be optimal for developing fragility curve based on structural damage data. 
Author
627040011-7 Mr. APICHAT JANPILA [Main Author]
Engineering Doctoral Degree

Peer Review Status มีผู้ประเมินอิสระ 
Level of Conference นานาชาติ 
Type of Proceeding Full paper 
Type of Presentation Oral 
Part of thesis true 
Presentation awarding false 
Attach file
Citation 0