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    A Note on the Derivation of Plane-Strain Elastic Green’s Functions for Bimaterial Solids 

    Source: Journal of Applied Mechanics:;2009:;volume( 076 ):;issue: 006:;page 64503
    Author(s): Xi Zhang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This brief note presents a rigorous proof of the general solutions obtained by [1977, “On Eigenstresses in Dissimilar Media,” Philos. Mag., 35, pp. 281–292] for a defect in elastic bimaterial ...
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    Numerical Study of the Effects of Interbedded Layers on Rock Burst in Tunnel Engineering 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 003:;page 04025003-1
    Author(s): Jianping Yang; Chenming Yang; Wusheng Zhao; Xi Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Rock burst is one of the most hazardous problems that is encountered during tunnel excavation. However, less research concerns tunnel excavation in an interbedded layer with alternating strong and soft layers. In this ...
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    Basic Acoustic Wave Time-Frequency Parameters of Buried Gas Pipeline Leakage 

    Source: Journal of Pipeline Systems Engineering and Practice:;2024:;Volume ( 015 ):;issue: 004:;page 04024045-1
    Author(s): Aohan Zhao; Yankun Ma; Tong Zhang; Xi Zhang; Hongyong Yuan
    Publisher: American Society of Civil Engineers
    Abstract: Upon leakage in underground gas pipelines, the interaction between soil particles and gas will produce acoustic events exhibiting varied frequencies, amplitudes, and energy characteristics. In order to obtain the acoustic ...
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    Low-Temperature Mechanical Behavior of Fe-SMA for Structural Damping 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 007:;page 04024073-1
    Author(s): Zhe-Xi Zhang; Cheng Fang; Qun He; Yuanmu Li; Shengxin Yu; Haojie Niu
    Publisher: American Society of Civil Engineers
    Abstract: Iron-based shape memory alloy (Fe-SMA) is an emerging class of material having a great potential for civil engineering, especially seismic engineering applications. However, the behavior of Fe-SMA strongly depends on ...
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    Uniaxial Eccentric-Compression Performance Analysis for Double-Plate Connected Concrete-Filled Steel-Tube Composite Columns 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Zhihua Chen; Jie Liu; Ting Zhou; Xiangyu Yan; Xi Zhang
    Publisher: ASCE
    Abstract: In this study, five double-plate connected concrete-filled steel tube (CFST) composite columns were tested under a uniaxial eccentric compressive load. The test phenomena, load–axial displacement curves, strain analyses, ...
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    Experimental Findings about Wide Moving Jams: Case Study in Beijing 

    Source: Journal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Jin-rui Zang; Guo-hua Song; Ri-ti E; Jian-ping Sun; Xi Zhang; Lei Yu
    Publisher: American Society of Civil Engineers
    Abstract: Wide moving jams (WMJ) have been reported for over a decade in the three-phase theory. However, existing studies about wide moving jams have mostly been based on simulation data or limited empirical data. In addition, wide ...
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    Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024027-1
    Author(s): Zhe-Xi Zhang; Cheng Fang; Qun He; Wenlong Shi; Fushou Zhang
    Publisher: ASCE
    Abstract: This study introduces a new type of shear panel damper that utilizes iron-based shape memory alloy (Fe-SMA) with enhanced low-cycle fatigue (LCF) resistance for structural damage control, with a particular focus on the ...
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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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