Artificial neural network based multi-dimensional fragility development of skewed concrete bridge classes. (1st May 2018)

• Record Type: Journal Article
• Authors: Mangalathu, Sujith; Heo, Gwanghee; Jeon, Jong-Su
• Is Part Of: Engineering structures. Volume 162(2018)
• Page Start: 166
• Page End: 176
• Publication Date: 2018-05-01
• Subjects: Bridge skew -- Concrete box-girder bridges with seat abutments -- Artificial neural network -- Multi-dimensional fragility curves -- Regional risk assessment; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2018.01.053
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Introduce artificial neural network for regional seismic risk assessment of skewed bridges. Develop multi-dimensional fragilities for California bridges via artificial neural network. Reduce computational efforts for developing bridge-class fragility curves. Estimate the seismic vulnerability of skewed bridges. Abstract: Recent researches are directed towards the regional seismic risk assessment of structures based on a bridge inventory analysis. The framework for traditional regional risk assessments consists of grouping the bridge classes and generating fragility relationships for each bridge class. However, identifying the bridge attributes that dictate the statistically different performances of bridges is often challenging. These attributes also vary depending on the demand parameter under consideration. This paper suggests a multi-parameter fragility methodology using artificial neural network to generate bridge-specific fragility curves without grouping the bridge classes. The proposed methodology helps identify the relative importance of each uncertain parameter on the fragility curves. Results from the case study of skewed box-girder bridges reveal that the ground motion intensity measure, span length, and column longitudinal reinforcement ratio have a significant influence on the seismic fragility of this bridge class.