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    Analytical Investigation on Catenary Action in Unbonded Prestressed Concrete Beam-Column Subassemblages 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 008:;page 04023094-1
    Author(s): Yuxuan Tao; Yuan Huang; Weijian Yi
    Publisher: ASCE
    Abstract: One reinforced concrete (RC) and four prestressed concrete (PC) beam-column subassemblages with various tendon profiles were designed and tested to investigate the effect of prestressed tendon profiles on the progressive ...
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    Influence of Confinement Interaction on the Compressive Behavior of Steel Tube–Reinforced Concrete Columns 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 002:;page 04023214-1
    Author(s): Yuan Huang; Hua-Sen Lu; Huanpeng Hong; Xiao-Li Zhang
    Publisher: ASCE
    Abstract: A steel tube–reinforced concrete (ST-RC) column is composed of the inner concrete-filled steel tube (CFST) component and peripheral reinforced concrete (RC) component. In this study, the confinement interaction mechanism ...
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    Application of a SOM-Based Optimization Algorithm in Minimizing Construction Time for Secant Pile Wall 

    Source: Journal of Construction Engineering and Management:;2010:;Volume ( 136 ):;issue: 011
    Author(s): Jieh-Haur Chen; Mu-Chun Su; De-Yuan Huang
    Publisher: American Society of Civil Engineers
    Abstract: Construction time matters for activities where rental equipment must be used. The building of a secant pile wall requires the rental of equipment and finding the optimal sequence to minimize the construction time is one ...
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    Multiobjective Dynamic-Guiding PSO for Optimizing Work Shift Schedules 

    Source: Journal of Construction Engineering and Management:;2018:;Volume ( 144 ):;issue: 009
    Author(s): Cheng Min-Yuan;Huang Kuo-Yu;Hutomo Merciawati
    Publisher: American Society of Civil Engineers
    Abstract: Work shift system is commonly used in construction projects to meet project deadlines. However, evening and night shifts raise the risk of adverse events and thus must be used to the minimum extent feasible. The three ...
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    Impacts of Nodal Demand Allocations on Transient-Based Skeletonization of Water Distribution Systems 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Yuan Huang; Feifei Zheng; Huan-Feng Duan; Qingzhou Zhang; Yonggang Shen
    Publisher: ASCE
    Abstract: Urban water distribution systems (WDSs) are often skeletonized to enable efficient system analysis and management. While different methods are available to account for transient dynamics within the skeletonization processes, ...
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    Closure to “Skeletonizing Pipes in Series within Urban Water Distribution Systems Using a Transient-Based Method” by Yuan Huang, Feifei Zheng, Huan-Feng Duan, Tuqiao Zhang, Xinlei Guo, and Qingzhou Zhang 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 004:;page 07020004-1
    Author(s): Yuan Huang; Feifei Zheng; Huan-Feng Duan; Qingzhou Zhang
    Publisher: ASCE
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    Theoretical Axial and Lateral Stress–Strain Model for Steel Tube–Reinforced Concrete Column 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024151-1
    Author(s): Yuan Huang; Xiao-Li Zhang; Hua-Sen Lu; Bing Han
    Publisher: American Society of Civil Engineers
    Abstract: Steel tube–reinforced concrete (STRC) columns are composite members consisting of an inner concrete-filled steel tube (ICFST) component and an outer reinforced concrete (ORC) component. These columns are commonly used in ...
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    Static Load Test on the Progressive Collapse Resistance of Precast Concrete Frame Substructure during and after High Temperature 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 008:;page 04021110-1
    Author(s): Yun Zhou; Jianbo Yang; Zhengsheng Wang; Hyeon-Jong Hwang; Yuan Huang; Lu Deng; Weijian Yi
    Publisher: ASCE
    Abstract: With the recent increased use of precast concrete (PC) structures, their progressive collapse resistance under hazardous conditions, such as explosion and fire, has become a great concern for the structural engineering ...
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    Shear Mechanism and Size Effect of RC Deep Beams without Stirrups Based on Crack Kinematics in Tests 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 011:;page 04023159-1
    Author(s): Zhe Li; Ye Li; Wei-Jian Yi; Yuan Huang; Yun Zhou; Wang-Xi Zhang
    Publisher: ASCE
    Abstract: Based on the experimental results, this paper investigates the shear mechanism of reinforced concrete deep beams without stirrups. By analyzing the kinematics of the critical shear crack, it can be found that the compression ...
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    Study of P-V-T-C Relation of EMC 

    Source: Journal of Electronic Packaging:;2002:;volume( 124 ):;issue: 004:;page 371
    Author(s): Yi-San Chang; Huei-Huang Lee; Durn-Yuan Huang; Sheng-Jye Hwang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A two-plunger-type dilatometer was designed and fabricated to measure cure-induced volume changes of epoxy molding compound (EMC). The device is suitable for studying volume change of material ...
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