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    Effect of Frozen Ground on Seismic Response of Pile-Supported Bridge 

    Source: Journal of Cold Regions Engineering:;2023:;Volume ( 037 ):;issue: 003:;page 04023011-1
    Author(s): Fada Li; Lei Su; Jianfeng Wang; Libo Xie; Xianzhang Ling
    Publisher: ASCE
    Abstract: With the rapid development of China’s economy, the linear traffic infrastructure in the permafrost region has also developed rapidly. Many engineering problems in pile-supported bridges are caused by the freeze–thaw cycles ...
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    Thermal Runaway Gas Generation of Lithium Iron Phosphate Batteries Triggered by Various Abusive Conditions 

    Source: Journal of Energy Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024017-1
    Author(s): Lei Su; Fan Yang; Wei Hu; Shuwen Chen; Nawei Lyu
    Publisher: American Society of Civil Engineers
    Abstract: Lithium iron phosphate (LFP) batteries are widely utilized in energy storage systems due to their numerous advantages. However, their further development is impeded by the issue of thermal runaway. This paper offers a ...
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    Comparative Analysis of Longitudinal Seismic Responses of Rigid, Flexible, and Semirigid Immersed Tunnels Using the Analytical Method 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 012:;page 04024284-1
    Author(s): Huanzhu Zhou; Shengan Liu; Bin Li; Weiyun Chen; Lei Su; Jun-jie Zheng; Yewei Zheng
    Publisher: American Society of Civil Engineers
    Abstract: To adapt to complex underwater geological conditions, immersed tunnel projects have gone through the development from rigid and flexible to semirigid immersed tunnels. The stiffness of segment joints and the element joint ...
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    Seismic Response of a Bridge Crossing a Canyon to Near-Fault Acceleration-Pulse Ground Motions 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 006:;page 05021006-1
    Author(s): Hua-Ping Wan; Lei Su; Dan M. Frangopol; Zhiwang Chang; Wei-Xin Ren; Xianzhang Ling
    Publisher: ASCE
    Abstract: Previous seismic events have shown that bridges are more susceptible to severe damage when subjected to near-fault ground motions. Near-fault ground motions usually possess obvious pulse-like features in their velocity ...
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