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    Vulnerability Assessment of Cable-Stayed Bridges in Probabilistic Domain 

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 004
    Author(s): D. Yan; C. C. Chang
    Publisher: American Society of Civil Engineers
    Abstract: Vulnerability of a structure under terrorist attack can be regarded as the study of its behavior against blast-induced loads. A structure is vulnerable if a small damage can trigger a disproportionately large consequence ...
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    Nondimensional Solutions for Laterally Loaded Piles in Sand Considering Nonlinear Soil–Pile Interactions 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
    Author(s): Su D.;Yan W. M.;Bao X. H.;Huang S.
    Publisher: American Society of Civil Engineers
    Abstract: This article presents nondimensional solutions for laterally loaded piles in sand considering nonlinear soil–pile interactions. A nonlinear elastoplastic p–y model, termed the H-model, is introduced, and its ability to ...
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