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    Governance for Principal–Principal Relationship in Infrastructure Public–Private Partnerships: A Case Study in China 

    Source: Journal of Management in Engineering:;2022:;Volume ( 038 ):;issue: 003:;page 05022005
    Author(s): Sujuan Zhang; Zhichao Xu
    Publisher: ASCE
    Abstract: This study is aimed at analyzing how governance structure and mechanisms can support the cooperative principal–principal relationship between the public and private sectors in infrastructure public–private partnership (PPP) ...
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    Manufacturing Process Classification Based on Distance Rotationally Invariant Convolutions 

    Source: Journal of Computing and Information Science in Engineering:;2023:;volume( 023 ):;issue: 005:;page 51004-1
    Author(s): Wang, Zhichao; Rosen, David
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Given a part design, the task of manufacturing process classification identifies an appropriate manufacturing process to fabricate it. Our previous research proposed a large dataset for manufacturing process classification ...
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    Development of a Soft Robotic Wearable Device to Assist Infant Reaching 

    Source: Journal of Engineering and Science in Medical Diagnostics and Therapy:;2020:;volume( 003 ):;issue: 002
    Author(s): Kokkoni, Elena; Liu, Zhichao; Karydis, Konstantinos
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Existing devices to assist upper extremity (UE) movement in infants with or at risk for motor impairments remain limited and are mainly passive devices. The aim of this project was to develop and assess the validity and ...
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    Experimental Test, Analysis, and Design of High-Strength SC Walls Subjected to Axial Compression 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025023-1
    Author(s): Pengyu Yao; Yuzhi Shi; Zhichao Lai; Juntao Guo
    Publisher: American Society of Civil Engineers
    Abstract: The current AISC specification (AISC 360-22) does not permit using high-strength materials in steel plate-concrete composite (SC) walls due to limited research. This paper uses three steps to address this. In the first ...
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    Investigation of Seismic Amplification on Soil–Structure Interaction Problems Based on a 3D DRM-RFEM Framework 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 001:;page 04024002-1
    Author(s): Hongjie Fang; Zhichao Lai; Chuanxiang Qu
    Publisher: ASCE
    Abstract: The spatial variability of soil properties is pervasive, and can affect the propagation of seismic waves and the dynamic responses of soil–structure interaction (SSI) systems. This uncertainty is likely to increase the ...
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    Customized Design of Mechanical Properties for Irregular Lattice Structures With Variable In-Plane Wall Thickness 

    Source: Journal of Applied Mechanics:;2025:;volume( 092 ):;issue: 009:;page 91008-1
    Author(s): Lv, Runchao; Ye, Fuhua; Fan, Zhichao
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: -
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    Disturbed State Model for Porous Saturated Materials 

    Source: International Journal of Geomechanics:;2003:;Volume ( 003 ):;issue: 002
    Author(s): Chandra S. Desai; Zhichao Wang
    Publisher: American Society of Civil Engineers
    Abstract: The widely used Terzaghi theory for deformation or consolidation in porous materials is based on the effective stress, a rather fictitious quantity, carried by the soil skeleton through the particle contact area, which is ...
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    High-Strength Rectangular CFT Members: Database, Modeling, and Design of Short Columns 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 005
    Author(s): Lai Zhichao;Varma Amit H.
    Publisher: American Society of Civil Engineers
    Abstract: AISC 36-16 (the current AISC Specification) does not endorse the use of high-strength materials (Fy≥525  MPa and fc′≥7  MPa) for concrete-filled steel tube (CFT) columns because of a lack of adequate research and comprehensive ...
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    Shear Strengthening of Reinforced Concrete Beams Using Carbon-Fiber-Reinforced Polymer Laminates 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 002
    Author(s): Zhichao Zhang; Cheng-Tzu Thomas Hsu
    Publisher: American Society of Civil Engineers
    Abstract: Shear failure is catastrophic and occurs usually without advance warning; thus it is desirable that the beam fails in flexure rather than in shear. Many existing reinforced concrete (RC) members are found to be deficient ...
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    A Statistical Assessment of Different Coronary Stent Designs1 

    Source: Journal of Medical Devices:;2016:;volume( 010 ):;issue: 003:;page 30948
    Author(s): Veroneze, Gabriela de Mattos; Li, Zhichao
    Publisher: The American Society of Mechanical Engineers (ASME)
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