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    Seismic Response of High-Rise Frame–Shear Wall Buildings under the Influence of Dynamic Soil–Structure Interaction 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 009:;page 04023141-1
    Author(s): Xiaofeng Zhang; Harry Far
    Publisher: ASCE
    Abstract: Frame–shear wall buildings with multiple basements are the most commonly used structural form of high-rise buildings in the world today. In the traditional design method, structures are usually assumed as rigid base ...
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    Seismic Behavior of Reduced Beam Section Moment Connections to Deep Columns 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Xiaofeng Zhang; James M. Ricles
    Publisher: American Society of Civil Engineers
    Abstract: An analytical study was conducted to investigate the seismic behavior of reduced beam section (RBS) moment connections to a deep wide flange column. Calibrated three-dimensional finite element models of RBS connections in ...
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    Experimental Evaluation of Reduced Beam Section Connections to Deep Columns 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Xiaofeng Zhang; James M. Ricles
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was conducted to investigate the seismic behavior of reduced beam section (RBS) moment connections to a deep wide-flange column. The test matrix for the experimental program consisted of six full-scale ...
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    Shakedown Behavior of Yellow River Alluvial Silt Stabilized with Lignin–Lime Combined Additive 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 001
    Author(s): Xiaofeng Zhang; Yanmei Zhang; Xiao Liu; Jincheng Liu; Jianlin Liu
    Publisher: ASCE
    Abstract: The utilization of Yellow River alluvial silt as the main filler for railway embankments can lead to a series of embankment problems. Therefore, the silt must be improved before it can be used. In this paper, a series of ...
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    Fundamental Frequencies of Turbine Blades With Geometry Mismatch in Fir-Tree Attachments 

    Source: Journal of Turbomachinery:;2006:;volume( 128 ):;issue: 003:;page 512
    Author(s): Fei Qin; Ying Li; Xiaofeng Zhang; Liming Chen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Geometry mismatch in a turbine blade root, which arose in manufacturing process or caused by wearing out during service, leads to contact conditions changed in fir-tree attachments. As a result, ...
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    Retraction: Zhang, X., Lu, X., Dong, B., and Hu, C. (2011). “A Quasi-3D Mathematical Bend Flow Model in Non-Orthogonal Curvilinear Coordinate System.” <i>J. Hydraul. Eng.</i>, 10.1061/(ASCE)HY.1943-7900.0000467 (Jun. 1, 2011) 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Xiaofeng Zhang; Xinhua Lu; Bingjiang Dong; Chunhong Hu
    Publisher: American Society of Civil Engineers
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    Mutability and Periodicity of the Characteristic Flow Level of Bifurcated Reaches in the Middle Reaches of the Yangtze River 

    Source: Journal of Hydrologic Engineering:;2020:;Volume ( 025 ):;issue: 009
    Author(s): Xingying You; Xiaofeng Zhang; Wei Wan; Jinwu Tang; Xiyuan Peng; Siqiang Wang; Hong Rao; Yunping Yang
    Publisher: ASCE
    Abstract: Systematic analysis of the riverbed evolution regularity in the bifurcated reaches in the middle reaches of the Yangtze River (MRYR) found that under different flow levels, the main stream line usually locates at three ...
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