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Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Chen, Libo / Chen, Liangpeng / Zhou, Jianhong (2024): Seismic fragility analysis of girder bridges under mainshock‐aftershock sequences based on input‐output hidden Markov model. In: Earthquake Engineering and Structural Dynamics, v. 53, n. 11 (11 August 2024).

    https://doi.org/10.1002/eqe.4182

  2. Zhang, Wanpeng / Shi, Jiyu / Xing, Zhiquan / Chen, Libo / Guo, Zhan / Wang, Zongcheng / Chen, Yu (2024): Study on mechanical properties of locally corroded square steel tube short column. In: Journal of Constructional Steel Research, v. 222 (November 2024).

    https://doi.org/10.1016/j.jcsr.2024.108989

  3. Chen, Libo / Mo, Ruchun / Chen, Yu / Guo, Zhan / Zheng, Zhenfeng (2024): Investigation of Intraclass Correlation of Seismic Capacity for RC Bridge Piers Based on Hierarchical Model. In: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 10, n. 3 (September 2024).

    https://doi.org/10.1061/ajrua6.rueng-1253

  4. Xing, Zhiquan / Guo, Yi / Zhu, Yao / Chen, Libo / Chung, Kwok-Fai / Chen, Yu (2024): Deterioration pattern of the axial compressive properties of steel-reinforced concrete columns owing to chloride salt erosion. In: Engineering Structures, v. 313 (August 2024).

    https://doi.org/10.1016/j.engstruct.2024.118169

  5. Mo, Ruchun / Chen, Libo / Chen, Yu / Xiong, Chuanxiang / Zhang, Canlin / Chen, Zhaowu / Lin, En (2024): Prediction and correlations estimation of seismic capacities of pier columns: Extended Gaussian process regression models. In: Structural Safety, v. 109 (Juli 2024).

    https://doi.org/10.1016/j.strusafe.2024.102457

  6. Liu, Yuzhe / Chen, Libo / Xu, Yusu / Yang, Jingqiu (2024): Exhibition Space Circulation in Museums from the Perspective of Pedestrian Simulation. In: Buildings, v. 14, n. 3 (21 Februar 2024).

    https://doi.org/10.3390/buildings14030847

  7. Chen, Libo / Chen, Liangpeng / Zheng, Zhenfeng / Guo, Zhan / Gardoni, Paolo (2023): Probabilistic Seismic Capacity Model of Pier Columns: A Semiparametric Regression Approach. In: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 9, n. 3 (September 2023).

    https://doi.org/10.1061/ajrua6.rueng-1053

  8. Mo, Ruchun / Chen, Libo / Xing, Zhiquan / Ye, Xiaobing / Xiong, Chuanxiang / Liu, Changsheng / Chen, Yu (2023): Bridge seismic fragility model based on support vector machine and relevance vector machine. In: Structures, v. 52 (Juni 2023).

    https://doi.org/10.1016/j.istruc.2023.03.179

  9. Kong, Wenyuan / Zhou, Wenbo / Chen, Libo / Liao, Qinglong / Zhu, Yao / Chen, Yu (2023): Flexural performance of steel fiber reinforced concrete filled stainless steel tubular trusses. In: Composite Structures, v. 303 (Januar 2023).

    https://doi.org/10.1016/j.compstruct.2022.116266

  10. Chen, Libo / Li, Jiaxuan / Wu, Wenbing / Liu, Hao / Yao, Yao / Zhang, Peng (2023): New method to calculate the kinematic response of offshore pipe piles under seismic S-waves. In: Soil Dynamics and Earthquake Engineering, v. 165 (Februar 2023).

    https://doi.org/10.1016/j.soildyn.2022.107651

  11. Luo, Caisong / Wang, Fengxuan / Chen, Huayan / Chen, Libo / Fu, Chaojiang / Chen, Yu / Liao, Qinglong (2022): Castellated steel beams under impact load. In: Journal of Constructional Steel Research, v. 196 (September 2022).

    https://doi.org/10.1016/j.jcsr.2022.107394

  12. Chen, Libo / Huang, Caigui / Chen, Haiqiang / Zheng, Zhenfeng (2022): Seismic fragility models of a bridge system based on copula method. In: Earthquake Spectra, v. 38, n. 2 (27 Januar 2022).

    https://doi.org/10.1177/87552930211052573

  13. Huang, Caigui / Chen, Libo / He, Leqia / Zhuo, Weidong (2021): Comparative assessment of seismic collapse risk for non-ductile and ductile bridges: a case study in China. In: Bulletin of Earthquake Engineering, v. 19, n. 15 (November 2021).

    https://doi.org/10.1007/s10518-020-00946-5

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