Show simple item record

contributor authorYueyue Fan
contributor authorChangzheng Liu
contributor authorRenee Lee
contributor authorAnne S. Kiremidjian
date accessioned2017-05-08T21:53:37Z
date available2017-05-08T21:53:37Z
date copyrightSeptember 2010
date issued2010
identifier other%28asce%29is%2E1943-555x%2E0000056.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65609
description abstractIn this paper, we use a two-stage stochastic programming model to optimize retrofit decision for highway systems so that damage caused by future earthquakes will be minimized. This work is an example of applying network theories and system optimization approaches to address important problems in the field of critical infrastructure protection. Using a real-world case study based on existing Alameda County highway network settings, we demonstrate potential real-world applications of this research. Comparison between the proposed approach and some commonly used methods in practice indicates significant potential benefit from more rigorous system approaches. Other issues such as value of perfect information, reliability, and robustness are also discussed.
publisherAmerican Society of Civil Engineers
titleHighway Network Retrofit under Seismic Hazard
typeJournal Paper
journal volume16
journal issue3
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)IS.1943-555X.0000024
treeJournal of Infrastructure Systems:;2010:;Volume ( 016 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record