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    Fault Tolerant Attitude Control for Small Satellites Using Single Gimbal Control Moment Gyros and Magnetic Torquers 

    Source: Journal of Aerospace Engineering:;2015:;Volume ( 028 ):;issue: 003
    Author(s): Lei Jin; Shijie Xu
    Publisher: American Society of Civil Engineers
    Abstract: A fault tolerant control scheme is proposed for the attitude stabilization of a small satellite using single gimbal control moment gyros (SGCMGs) and magnetic torquers (MTQs). The dynamic model of a rigid spacecraft using ...
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    Temperature Behavior and Stability Analysis of Orthotropic Steel Bridge Deck during Gussasphalt Pavement Paving 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 001
    Author(s): Yang Liu; Zhendong Qian; Jing Hu; Lei Jin
    Publisher: American Society of Civil Engineers
    Abstract: Gussasphalt concrete (GAC) is increasingly used in long-span steel bridge deck pavements because of its impermeability and compliance. However, the paving temperature of GAC is very high, inducing a significant nonuniform ...
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    Model Test Analysis of Excess Pore Water Pressure during the Sinking of a Pipe Pile with a Group of Holes 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2018:;Volume ( 012 ):;issue: 002
    Author(s): Liao You-sun;Lei Jin-bo;Yang Kang;Liu Jun
    Publisher: American Society of Civil Engineers
    Abstract: To investigate the law that governs changes in excess pore water pressure during the sinking of a pipe pile with a group of holes, excess pore water pressure is monitored during the process of sinking a pile between a pipe ...
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    A Simplified Method for One-Dimensional Consolidation of Unsaturated Soils 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001:;page 04022251-1
    Author(s): Tao Cheng; Keqin Yan; Renjie Hu; Junjie Zheng; Yi Zhang; Lei Jin; Jungang Liu
    Publisher: American Society of Civil Engineers
    Abstract: A simplified analytical method is proposed for one-dimensional unsaturated soil consolidation theory. First, in the one-dimensional compression test of unsaturated soil, the effective stress principle of saturated soil ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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