[51] Chao-Lie Ning, Kun Ji, Shretha Samit, Seismic Fragility Analysis of Human Perception in High-Rise Buildings Subjected to Far-Field Long-Period Earthquake Ground Motions: A Case Study for Shanghai Tower, Earthquake Engineering and Resilience, 2024, 3: 236 - 251.

[50] Zhong-Kai Huang, Chao-Lie Ning, Dong-Mei Zhang*, Hong-Wei Huang, Dong-Ming Zhang, Sotirios Argyroudis. PDEM-based Seismic Performance Evaluation of Circular Tunnels under Stochastic Earthquake Excitation, Georisk, 2024, 18(2): 513 – 525.

[49] Yang Bai, Chao-Lie Ning, Jie Li*, A Layer assigned Probability Space Partition Method for Structural Small Failure Probability Problem, Probabilistic Engineering Mechanics, 2024, 76: 103633

[48] 马佳星, 黄  悦, 宁超列, 李  兵, 沈非凡*. 中国与新加坡工程制图课程的对比和启示, 高教学刊, 2024, 18: 14 – 18.

[47] 王丽萍, 赵  帅, 张宛静, 宁超列*. 温度影响下供水管道力学行为数值模拟研究, 防灾减灾工程学报, 2023, 43(5): 1143 - 1152

[46] 王丽萍, 赵  帅, 张宛静, 宁超列*. 竖向荷载作用下承插式球墨铸铁供水管道接口破损试验与数值模拟研究, 防灾减灾工程学报, 2023, 43(2): 232-239.

[45] Qinghu Tian, Hao Ren, Dan Shao, Tao Wang, Weichao Zhang, Chao-Lie Ning*, A Hybrid Approach for Seismic Fragility Analysis of Reinforced Concrete Structural Walls Independent of Failure Pattern, Structures, 2023, 56: 104984.

[44] Zhong-Kai Huang, Chao-Lie Ning, Dong-Mei Zhang*, Hong-Wei Huang, Dong-Ming Zhang, Sotirios Argyroudis. PDEM-based Seismic Performance Evaluation of Circular Tunnels under Stochastic Earthquake Excitation, Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 2023, Accept

[43] Bo Yu, Zecheng Yu, Bing Li*, Qiming Li, Chao-Lie Ning. Probabilistic Classification Criterion for Failure Modes of Reinforced Concrete Columns, Journal of Earthquake Engineering, 2023, 27(5): 1175 – 1195.

[42] Chao-Lie Ning, Meng Wang, Xiao-hui Yu*, Failure-mode-independent Prediction Model for the Peak Strength of Reinforced Concrete Columns using Bayesian Neural Network: a Probabilistic Approach， Advances in Structural Engineering, 2022, 25(9): 1923-1942.

[41] Chao-Lie Ning, Li-Ping Wang*, Yin Cheng, Xiao-hui Yu, A Simplified Framework for Seismic Fragility Assessment of Reinforced Concrete Columns Under Different Failure Patterns, Journal of Earthquake Engineering, 2022, 26(9): 4635 – 4656.

[40] Chao-Lie Ning, Shuo Wang, Yin Cheng*, An Explicit Solution for the Effect of Earthquake Incidence Angles on Seismic Ductility Demand of Structures using Bouc-Wen Model, Soil Dynamics and Earthquake Engineering, 2022, 153: 107085.

[39] Yin Cheng, Tongtong Liu, Jianfeng Wang, Chao-Lie Ning*, Empirical Correlations of Spectral Input Energy with Peak Amplitude, Cumulative, and Duration Intensity Measures, Bulletin of the Seismological Society of America, 2022, 112(2): 978 – 991.

[38] Wenqi Du, Sen Long, Chao-Lie Ning*, An Algorithm for selecting Spatially Correlated Ground Motions at Multiple Sites under Scenario Earthquake, Journal of Earthquake Engineering, 2022, 26(1): 383 – 408.

[37] 于晓辉, 王  猛, 宁超列*, 基于机器学习的钢筋混凝土柱失效模式两阶段判别方法, 建筑结构学报, 2022, 43(8): 220 – 231.

[36] 苏家頔, 彭勇波, 宁超列*, 基于弯剪型结构简化计算模型和物理随机地震动模型的地震易损性分析, 结构工程师, 2022, 38(3): 58 – 66.

[35] 李启明, 喻泽成, 余  波*, 宁超列. 钢筋混凝土柱地震破坏模式判别的两阶段支持向量机方法, 工程力学, 2022, 39(2): 148 - 158.

[34] Chao-Lie Ning, Yin Cheng, Xiao-Hui Yu*. A Simplified Approach to Investigate the Seismic Ductility Demand of Shear-critical Reinforced Concrete Columns based on Experimental Calibration, Journal of Earthquake Engineering, 2021, 25(10): 1958 – 1980.

[33] Xiaohui Yu, Zihan He, Chao-Lie Ning*, An Advanced Dimension-Adaptive Sparse Grid Integration Method for Structural Reliability Analysis, Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 2021, 7(3): 04021031.

[32] Mansouri Iman, İpek Süleyman, Güneyisi Esra, Chao-Lie Ning*, Peak Strength Prediction of Reinforced Concrete Columns in Different Failure Modes Based on Gene Expression Programming, Advances in Structural Engineering, 2021, 24(16): 3658-3676.

[31] 吕欣亮, 任晓丹, 宁超列*, 剪切失效型钢筋混凝土柱滞回模型参数识别与经验预测, 防灾减灾工程学报, 2021, 41(3): 520 - 530.

[30] Wenqi Du*, Chao-Lie Ning. Modeling Spatial Cross-correlation of Multiple Ground Motion Intensity Measures (SAs, PGA, PGV, Ia, CAV, and Significant Durations) based on Principal Component and Geostatistical Analyses, Earthquake Spectra, 2021, 37(1): 486 - 504.

[29] 左俊卿, 王硕, 房霆宸, 陈逸群, 于晓辉, 宁超列. 大体积混凝土柱施工温度场监测与模拟研究, 建筑施工, 2021, 43(9): 1941 – 1951.

[28] 王丽萍, 刘自尊, 赵  帅, 宁超列*, 市政聚乙烯供水管材温度拉伸试验研究, 给水排水, 2021, 47(S): 125 - 132.

[27] Chao-Lie Ning, Qun-Fang Hu, Fei Wang*, Mechanical-based Approach for Operational Risk Evaluation of Water Mains in Shanghai, Journal of Pipeline Systems Engineering and Practice, 2020, 11(1): 06019003.

[26] Wenqi Du, Chao-Lie Ning, Xiaohu Yu. Influence of Earthquake Duration on Structural Collapse Assessment Using Hazard-Consistent Ground Motions for Shallow Crustal Earthquakes, Bulletin of Earthquake Engineering, 2020, 18(7): 3005 - 3023.

[25] Jiaxing Ma, Chao-Lie Ning, Bing Li*. Peak Shear Strength of Flanged Reinforced Concrete Squat Walls, Journal of Structural Engineering, 2020, 146(4): 04020037.

[24] Yin Cheng, Chao-Lie Ning, Wenqi Du. Spatial Cross-Correlation Models for Absolute and Relative Spectral Input Energy Parameters Based on Geostatistical Tools, Bulletin of the Seismological Society of America, 2020, 110(6): 2728-2742.

[23] Chao-Lie Ning, Li-Ping Wang, Wenqi Du*, A Practical Approach to Predict the Hysteresis Loop of Reinforced Concrete Columns Failing in Different Modes, Construction and Building Materials, 2019, 218, 644 - 656.

[22] Chao-Lie Ning, Wenqi Du, Bing Li*. Biaxial Hysteretic Model for the Characterization of Quasi-Static Testing of Shear-Critical Reinforced Concrete Columns, Advances in Structural Engineering, 2019, 22(2): 349 - 363.

[21] Chao-Lie Ning*, De-Cheng Feng. Probabilistic Indicator to Classify the Failure Mode of Reinforced Concrete Columns, Magazine of Concrete Research, 2019, 71(14): 734 - 748.

[20] De-Cheng Feng, SiCong Xie, Chao-Lie Ning*, ShiXue Liang. Investigation of Modeling Strategies for Progressive Collapse Analysis of RC Frame Structures, Journal of Performance of Constructed Facilities, 2019, 33(6): 04019063.

[19] Da Luo, Chao-Lie Ning, Bing Li*. Effective Torsional Stiffness of Reinforced Concrete Structural Walls, Earthquakes and Structures, 2019, 16(1): 119 - 127.

[18] Wenqi Du*, Chao-Lie Ning, Gang Wang. The Effect of Amplitude Scaling Limits on Conditional Spectrum-based Ground Motion Selection, Earthquake Engineering and Structural Dynamics, 2019, 48(9): 1030 - 1044.

[17] De-Cheng Feng*, Chao-Lie Ning, Wu Gang. A Regularized Force-based Timoshenko Fiber Element including Flexure-shear Interaction for Cyclic Analysis of RC Structures, International Journal of Mechanical Sciences, 2019, 160: 59 - 74.

[16] 胡群芳*, 孙  桐, 王  飞, 宁超列, 张鲁冰. 基于贝叶斯的燃气管道腐蚀深度预测方法, 油气储运, 2019, 11: 1219 - 1226

[15] Chao-Lie Ning, Bing Li*. Analytical Probabilistic Model for Shear Strength Prediction of Reinforced Concrete Beams without Shear Reinforcement, Advances in Structural Engineering, 2018, 21(2): 171 – 184.

[14] 宁超列, 王丽萍*. 非结构构件的地震损失概率评估模型, 华南理工大学学报（自然科学版）, 2018, 46(4): 112 - 120.

[13] Wenqi Du*, Chao-Lie Ning. Influence of Time Step of Ground Motion on Site Effect and Structural Response Analyses for Long-Duration Earthquakes, Journal of Earthquake Engineering, 2018, 22(4): 724 - 747.

[12] Chao-Lie Ning, Bing Li*. Numerical Investigation of Variable Length of Seismic Damage Region for Reinforced Concrete Columns, Journal of Earthquake Engineering, 2017, 21(6): 961 - 984.

[11] Chao-Lie Ning, Bing Li*. Probabilistic Development of Shear Strength Model for Reinforced Concrete Squat Walls, Earthquake Engineering and Structural Dynamics, 2017, 46(6): 879 - 899.

[10] 宁超列, 余 波*. 考虑退化、捏拢和双向耦合效应的等强度延性需求谱, 振动与冲击, 2017, 36(11): 61 - 68.

[09] Bo Yu, Chao-Lie Ning, Bing Li*. Probabilistic Durability Assessment of Concrete Structures in Marine Environments: Reliability and Sensitivity Analysis, China Ocean Engineering, 2017, 31(1): 63 - 73.

[08] Chao-Lie Ning, Bing Li*. Probabilistic Approach for Estimating Plastic Hinge Length of Reinforced Concrete Columns, Journal of Structural Engineering, 2016, 142(3): 04015164.

[07] Chao-Lie Ning, Bo Yu, Bing Li*. Beam-column Joint Model for Nonlinear Analysis of Non-seismically Detailed Reinforced Concrete Frame, Journal of Earthquake Engineering, 2016, 20(3): 476 - 502.

[06] Bo Yu, Chao-Lie Ning, Bing Li*. Hysteretic Model for Shear-Critical Reinforced Concrete Columns, Journal of Structural Engineering, 2016, 142(9): 04016056.

[05] 宁超列*. 基于Bouc-Wen-Baber-Noori模型的非弹性反应谱研究, 地震工程与工程振动, 2015, 35(3): 191 - 198.

[04] 宁超列, 余  波*. 钢筋混凝土框架结构的多尺度变异性分析, 建筑结构学报, 2015, 36(10): 105 - 113.

[03] 宁超列*. 基于概率密度演化理论的地震概率安全评估, 同济大学学报（自然科学版）, 2015, 43(3): 325 - 332.

[02] 宁超列, 王丽萍*. 考虑梁柱节点模型的钢筋混凝土框架地震易损性研究, 工程力学, 2015, 32(9): 183 - 199.

[01] 宁超列, 李  杰*. 钢筋混凝土梁柱损伤扩展模型, 同济大学学报（自然科学版）, 2012, 40(12): 5 - 10.