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    NC-UHPC Composite Structure for Long-Term Creep-Induced Deflection Control in Continuous Box-Girder Bridges 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 006
    Author(s): Zhang Yang;Zhu Ping;Zhu Yanping;Bao Chao;Shao Xudong;Shi Janqun
    Publisher: American Society of Civil Engineers
    Abstract: An innovative normal concrete (NC) with partial use of ultrahigh-performance concrete (UHPC) composite structure is proposed in this paper to reduce the long-term creep-induced deflection in continuous box-girder bridges. ...
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    Effect of Edge Distance on Sheathing-to-Frame Nail Connections: Experimental and Statistical Analysis 

    Source: Journal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 008:;page 04026222-1
    Author(s): Cao, Jixing; Du, Jiaoyan; Wang, Zhiqi; Fan, Qi; Du, Jiandong; Bao, Chao
    Publisher: American Society of Civil Engineers
    Abstract: AbstractSheathing-to-frame nail connections (SFNCs) are integral to light-frame wood shear walls. This study presents experimental results from six groups of specimens subjected to monotonic loading to analyze failure modes ...
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