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Liuyang Feng

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Cao, Hongyou / Li, Huiyang / Zhou, Yunhua / Li, Zhi / Feng, Liuyang (2024): Biobjective Optimization of Cable Force for Concrete Cable-Stayed Bridges Considering the Requirements of the Serviceability and Ultimate Limit State. In: Journal of Bridge Engineering (ASCE), v. 29, n. 6 (June 2024).

    https://doi.org/10.1061/jbenf2.beeng-6572

  2. Liao, Xiaowei / Wang, Yuanqing / Feng, Liuyang / Ban, Huiyong / Chen, Yong (2021): Fatigue crack initiation and energy-based life analysis for Q345qD bridge steel at low temperatures. In: Journal of Constructional Steel Research, v. 180 (May 2021).

    https://doi.org/10.1016/j.jcsr.2021.106571

  3. Feng, Liuyang / Zhang, Limao / Liao, Xiaowei / Zhang, Wei (2021): Probabilistic fatigue life of welded plate joints under uncertainty in Arctic areas. In: Journal of Constructional Steel Research, v. 176 (January 2021).

    https://doi.org/10.1016/j.jcsr.2020.106412

  4. Zhang, Wei / Choo, Yoo Sang / Feng, Liuyang / Huang, Zhenyu / Shen, Wei (2020): Representation of nonlinear behavior of fully grouted K joints in pushover analysis. In: Journal of Constructional Steel Research, v. 169 (June 2020).

    https://doi.org/10.1016/j.jcsr.2020.106024

  5. Liao, Xiaowei / Wang, Yuanqing / Feng, Liuyang / Shi, Yongjiu (2020): Investigation on fatigue crack resistance of Q370qE bridge steel at a low ambient temperature. In: Construction and Building Materials, v. 236 (March 2020).

    https://doi.org/10.1016/j.conbuildmat.2019.117566

  6. Feng, Liuyang / Qian, Xudong (2017): A hot-spot energy indicator for welded plate connections under cyclic axial loading and bending. In: Engineering Structures, v. 147 (September 2017).

    https://doi.org/10.1016/j.engstruct.2017.06.021

  7. Feng, Liuyang / Qian, Xudong (2018): Low cycle fatigue test and enhanced lifetime estimation of high-strength steel S550 under different strain ratios. In: Marine Structures, v. 61 (September 2018).

    https://doi.org/10.1016/j.marstruc.2018.06.011

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