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    Failure Mechanism of New Bond‐Type Anchor Bolt Subject to Tension 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Yoshiaki Goto; Makoto Obata; Hirofumi Maeno; Yoichi Kobayashi
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study is to investigate the failure mechanism of a new bond‐type anchor bolt under tensile force so that a design method may be established. A conventional headed anchor bolt embedded in a concrete ...
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    Cable Replacement Method for Cable-Stayed Bridges Based on Sensitivity Analysis 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 003
    Author(s): Zhongqiu Fu; Bohai Ji; Muye Yang; Hongbin Sun; Hirofumi Maeno
    Publisher: American Society of Civil Engineers
    Abstract: Cable replacement is one of the key technologies used in the successful operation and maintenance of cable-stayed bridges. Removing cables causes structural variations. Selecting a replacement method affects bridge safety ...
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