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    Performance of Viaduct Girders Under Static and Dynamic Loads

    Source: Journal of Performance of Constructed Facilities:;1992:;Volume ( 006 ):;issue: 002
    Author:
    Tso‐Chien Pan
    ,
    Hee Kiat Cheong
    DOI: 10.1061/(ASCE)0887-3828(1992)6:2(96)
    Publisher: American Society of Civil Engineers
    Abstract: Full‐scale static and dynamic load tests are conducted for two precast, posttensioned reinforced concrete viaduct girders 22.3 m long. The first girder deflects 19.3 mm at midspan when subjected to a 3,240 kN static load, simulating the superimposed dead load and the RL loading of
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      Performance of Viaduct Girders Under Static and Dynamic Loads

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43971
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    contributor authorTso‐Chien Pan
    contributor authorHee Kiat Cheong
    date accessioned2017-05-08T21:14:28Z
    date available2017-05-08T21:14:28Z
    date copyrightMay 1992
    date issued1992
    identifier other%28asce%290887-3828%281992%296%3A2%2896%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43971
    description abstractFull‐scale static and dynamic load tests are conducted for two precast, posttensioned reinforced concrete viaduct girders 22.3 m long. The first girder deflects 19.3 mm at midspan when subjected to a 3,240 kN static load, simulating the superimposed dead load and the RL loading of
    publisherAmerican Society of Civil Engineers
    titlePerformance of Viaduct Girders Under Static and Dynamic Loads
    typeJournal Paper
    journal volume6
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1992)6:2(96)
    treeJournal of Performance of Constructed Facilities:;1992:;Volume ( 006 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian