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    Multiscale Hierarchical Fiber Gradations in Concrete to Reduce Early-Age Shrinkage Cracking Potential 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 011:;page 04023411-1
    Author(s): Qi Cao; Jun Wu; Haibo Zheng; Zhibin Lin
    Publisher: ASCE
    Abstract: Significant efforts have been made to improve concrete mix design for shrinkage reduction and crack control, including reduction of cement content and selection of cement type with less heat of hydration, maximizing aggregate ...
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    Early-Age Bond Behavior of Deformed Bars in Concrete Subjected to Bilateral Pressures 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008:;page 04023235-1
    Author(s): Wenming Li; Zhimin Wu; Yanjie Wang; Qi Cao
    Publisher: ASCE
    Abstract: In RC structures during construction, the bond behavior of deformed bars in concrete is governed by the age-related concrete strength, the local confining pressure, the bar diameter, and the concrete cover thickness. In ...
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    Vehicle Trajectory Reconstruction Incorporating Probe and Fixed Sensor Data 

    Source: Journal of Transportation Engineering, Part A: Systems:;2023:;Volume ( 149 ):;issue: 009:;page 04023088-1
    Author(s): Yue Deng; Qi Cao; Gang Ren; Jingfeng Ma; Sai Zhu
    Publisher: ASCE
    Abstract: Trajectory estimation is essential for obtaining a complete picture of traffic flow with limited and continuously detected traffic data, which are helpful in evaluating transportation performance and developing precise ...
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    Queue Length Estimation on Urban Signalized Intersection Combining Automatic Vehicle Identification and Vehicle Trajectory Data 

    Source: Journal of Transportation Engineering, Part A: Systems:;2025:;Volume ( 151 ):;issue: 001:;page 04024092-1
    Author(s): Jianhua Song; Bruce Hellinga; Qi Cao; Gang Ren
    Publisher: American Society of Civil Engineers
    Abstract: Queue length is one of the indicators of the state of traffic and is often used to measure the operational state of signalized intersections. Many studies have proposed estimating queue length from vehicle trajectory data ...
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    Design and Implementation of Self-Consolidating Concrete for Connecting Precast Concrete Deck Panels to Bridge Girders 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 008
    Author(s): Qi Cao; Soo-Duck Hwang; Kamal H. Khayat; George Morcous
    Publisher: American Society of Civil Engineers
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    Behavior of FRP-Steel Confined Concrete Tubular Columns Made of Expansive Self-Consolidating Concrete under Axial Compression 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author(s): Qi Cao; Jinju Tao; Zhimin Wu; Zhongguo John Ma
    Publisher: American Society of Civil Engineers
    Abstract: A total of 32 fiber-reinforced polymer (FRP) confined concrete columns are manufactured and tested under axial compression including 8 FRP-confined solid columns (FCSCs), 4 FRP-confined concrete-filled steel tube columns ...
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    Fast Mapping of Obstacles Into Configuration Space 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1998:;volume( 120 ):;issue: 002:;page 298
    Author(s): Wei Li; Chenyu Ma; Zushun Chen; Qi Cao; Jingnan Ye
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents an approach to fast mapping of obstacles from a workspace into a configuration space, based on defining some specific points in the workspace as fundamental obstacles. In ...
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    Fatigue Evaluation of Transverse U-Bar Joint Details for Accelerated Bridge Construction 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 002
    Author(s): Peng Zhu; Zhongguo John Ma; Qi Cao; Catherine E. French
    Publisher: American Society of Civil Engineers
    Abstract: When precast full-depth deck panels and/or decked bulb-Ts (DBTs) are used for accelerated bridge construction, transverse joints exist. In this study, continuous transverse U-bar joint details, which can provide negative ...
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    A Dynamic Equilibrium–Based Damage Identification Method Free of Structural Baseline Parameters: Experimental Validation in a Two-Dimensional Plane Structure 

    Source: Journal of Aerospace Engineering:;2018:;Volume ( 031 ):;issue: 006
    Author(s): Xu Hao;Zhou Qi;Cao Maosen;Su Zhongqing;Wu Zhanjun
    Publisher: American Society of Civil Engineers
    Abstract: A damage identification method named the pseudoexcitation (PE) approach was established previously, the principle of which resides on local examination of perturbation of structural dynamic equilibrium conditions. While ...
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    Effect of Fibers and Expansive Agent on Shrinkage of Self-Consolidating Concrete under Two Curing Schemes 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 009
    Author(s): Qi Cao; Quanqing Gao; Ruibin Wang; Zhibin Lin
    Publisher: American Society of Civil Engineers
    Abstract: Adding the proper amount of expansive agent (EA) to concrete is an effective way to control shrinkage cracking. Fiber can be treated as a secondary reinforcement for controlling shrinkage and improving the crack resistance ...
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    DSpace software copyright © 2002-2015  DuraSpace
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