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    Research for Calibration and Resistant Factors of LRFD Design of Steel Bridge in China 

    Source: Journal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 002
    Author(s): Li Kun; Zhang Qilin
    Publisher: American Society of Civil Engineers
    Abstract: The coming Chinese specification for the steel highway bridge will adopt the design method of probability limit state on the basis of the structure reliability theory. The limit-state equation with load and resistance ...
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    Comparative Studies on Structures with a Tuned Mass Damper and a Particle Damper 

    Source: Journal of Aerospace Engineering:;2018:;Volume ( 031 ):;issue: 006
    Author(s): Lu Zheng;Li Kun;Zhou Ying
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, much attention has been paid to the research and development of a new kind of passive control device named a particle damper, which has a very similar configuration and application method to the tuned mass ...
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    Numerical Investigation of Hard Rock Strength and Fracturing under Polyaxial Compression Based on Mogi-Coulomb Failure Criterion 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 004
    Author(s): Fan Feng; Xibing Li; Jamal Rostami; Dingxiao Peng; Diyuan Li; Kun Du
    Publisher: American Society of Civil Engineers
    Abstract: Failure characteristics of rocks under polyaxial compression have been the subject of extensive laboratory testing, although a limited amount of literature is published on the numerical simulation of rock failure under ...
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