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    Truck Loads and Bridge Capacity Evaluation in China

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 005
    Author:
    Gongkang Fu
    ,
    Ji You
    DOI: 10.1061/(ASCE)BE.1943-5592.0000006
    Publisher: American Society of Civil Engineers
    Abstract: Over the past 2–3 decades, the economic development in China has natured the establishment of a highway network with a large number of bridges. However, there are still no nationwide specification provisions for assessing their safe load carrying capacity. The research work reported herein focuses on developing reliability based requirements for this purpose. In this study, weigh-in-motion data for more than 7.3 million trucks were gathered from highways in three provinces of China, continuously over 1–16 months in 2006 and 2007. The data were processed and projected to model the live-load spectrum over 3-year and 100-year periods, respectively. The former is the required bridge inspection interval and the latter the bridge design life span, according to current Chinese maintenance and design specifications. The proposed projection method is shown to be more reliable compared with those reported. The resulting load spectra are used to assess the structural reliability of typical Chinese highway bridges at the component level. Based on the accordingly selected target reliability index, the live-load factors for bridge evaluation are developed in this study, proposed to be included in the Chinese national specifications.
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      Truck Loads and Bridge Capacity Evaluation in China

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    http://yetl.yabesh.ir/yetl1/handle/yetl/56552
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    contributor authorGongkang Fu
    contributor authorJi You
    date accessioned2017-05-08T21:34:41Z
    date available2017-05-08T21:34:41Z
    date copyrightSeptember 2009
    date issued2009
    identifier other%28asce%29be%2E1943-5592%2E0000008.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56552
    description abstractOver the past 2–3 decades, the economic development in China has natured the establishment of a highway network with a large number of bridges. However, there are still no nationwide specification provisions for assessing their safe load carrying capacity. The research work reported herein focuses on developing reliability based requirements for this purpose. In this study, weigh-in-motion data for more than 7.3 million trucks were gathered from highways in three provinces of China, continuously over 1–16 months in 2006 and 2007. The data were processed and projected to model the live-load spectrum over 3-year and 100-year periods, respectively. The former is the required bridge inspection interval and the latter the bridge design life span, according to current Chinese maintenance and design specifications. The proposed projection method is shown to be more reliable compared with those reported. The resulting load spectra are used to assess the structural reliability of typical Chinese highway bridges at the component level. Based on the accordingly selected target reliability index, the live-load factors for bridge evaluation are developed in this study, proposed to be included in the Chinese national specifications.
    publisherAmerican Society of Civil Engineers
    titleTruck Loads and Bridge Capacity Evaluation in China
    typeJournal Paper
    journal volume14
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000006
    treeJournal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 005
    contenttypeFulltext
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