[01] 钢筋混凝土构件地震灾变机理

[02] 建筑结构地震巨灾风险与管理

[03] 市政管网病害诊断与运维安全

主持项目：

[01] 国家自然科学基金，国际（地区）合作与交流项目，主余震序列作用下的群体建筑地震巨灾风险模型及保险损失研究，批准号：52361135804，项目负责人，2024.1.1 - 2026.12.31

[02] 国家自然科学基金，面上项目，基于概率密度演化理论的群体建筑地震易损性分析方法研究，批准号：52278522，项目负责人，2023.1.1 - 2026.12.31

[03] 国家自然科学基金，青年项目，钢筋混凝土柱失效模式的随机演化竞争与概率能力模型研究，批准号：51808397，项目负责人，2019.1.1 - 2021.12.31

[04] 上海市科委，浦江人才计划项目，城市建筑群结构三维滞回特性与双向动力特征建模方法研究，批准号：18PJ1410100，项目负责人，2018.7.1 - 2020.6.30

[05] 重庆市科委，技术创新与应用示范专项重点示范项目，基于大数据的市政供水管网病害智能动态诊断预报技术与应用示范，批准号：cstc2018jscx-mszdX0126，课题负责人，2019.1.1 - 2021.9.30

[06] 广西防灾减灾与工程安全重点实验室开放课题，锈蚀钢筋混凝土柱失效模式演化概率特征研究，批准号：2019ZDX010，项目负责人，2019.9.30 - 2021.9.30

[07] 重庆能源工程力学与防灾减灾重点实验室开放课题，基于角钢单边连接的装配式钢框架梁柱节点抗震性能试验研究，批准号：EEMDPM2021203，项目负责人，2022.1.1 - 2023.12.31

[08] 陕西省地震局，兵马俑土遗址三维扫描、有限元模型构建及损伤分析项目，项目负责人，2022.9.15 – 2023.9.15

[09] 重庆科技学院，重庆市沙坪坝承灾体地震易损性分析，项目负责人，2021.7.30 – 2021.12.30

参与项目：

[10] 上海市科委，东方枢纽设计建造一体化关键技术研究及示范，批准号：23DZ1202800，项目骨干，2024.1 - 2026.12

[11] 上海市科委，城市复杂地下管线探测理论及风险预警技术研究，批准号：19DZ1201702，项目骨干，2019.10 - 2022.09

[12] 上海市建委，上海市住房和城乡建设管理委员会防汛防台工作预案（2021年版）》修订，管理号：kh0285020211612，项目骨干，2021.6 - 2021.12

[13] 十三五国家重点研发计划，多灾种及其耦合作用下复杂建筑和典型基础设施破坏机理，批准号：2017YFC0803303，项目骨干，2017.7 – 2020.6

[14] 十三五国家重点研发计划，城市市政管网运行安全保障技术研究，批准号：2016YFC0802401，项目骨干，2016.7 – 2020.12

[15] 国家重大研究计划，混凝土动力损伤扩散的物理机制与多尺度数值模拟，批准号：91015007，项目骨干，2010.1 - 2010.12

[16] 重庆市应急管理局，重庆工贸行业安全生产风险动态评估及智能监管研究，批准号：CQYJJ2020KJ-003，2020.12 – 2021.11

[1] 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

[2] 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.

[3] 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.

[4] 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

[5] 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.

[6] 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.

[7] 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.

[8] 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.

[9] 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.

[10] 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.

[11] 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.

[12] 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.

[13] 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.

[14] 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.

[15] 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.

[16] 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.

[17] 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.

[18] 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.

[19] 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.

[20] 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.

[21] 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.

[22] 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.

[23] 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.

[25] 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.

[26] 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.

[27] 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.

[28] 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.

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

[30] 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.

[31] 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.

[32] 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

[33] 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.

[34] 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.

[35] 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.

[36] 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.

[37] 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.

[38] 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.

[39] 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.

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

[41] 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.

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

 

[43] 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.

[44] 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.

[45] 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.

[46] 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.

[47] 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.

国际发明专利：

[01] 专利号：US 11493656 B1，Full Probability-based Seismic Risk Analysis Method for Tunnel Under Fault Dislocation

国内发明专利：

[01] 授权号：CN 115271406，一种群体建筑地震风险评估方法、装置及存储介质

[02] 授权号：CN 114372411，一种供水管网巡检、查漏和改造三阶段病害诊断方法

[03] 授权号：CN 114971935，一种基于地质条件划分斜坡单元的方法

[04] 授权号：CN 116109136，大体积混凝土结构开裂风险评估与预警方法

[05] 授权号：CN 116658832，基于渗漏前后雷达信息和图像相关系数的不确定性供水管道渗漏诊断方法

[06] 授权号：CN 116907739，仅渗漏状态探地雷达已知的供水管道渗漏诊断方法

[07] 授权号：CN 116543528，一种基于降雨阈值的区域滑坡危险性预警方法

[08] 授权号：CN 116658832，一种水尺及其水位检测方法

[09] 授权号：CN 115688367，一种数字孪生驱动的天然气管道泄漏识别系统

[10] 授权号：CN 115616960，一种碳排放量化平台及碳排放量化系统

[11] 专利号：ZL 2021 1 0490629.9，一种基于全概率的断层错动下隧道地震风险分析方法

[12] 专利号：ZL 2018 2 1711129.3，一种有压管道漏损检测试验箱

软件著作：

[06]   建筑结构多维光滑滞回模型软件，登记号：2021SR1368068

[07]   工程结构非弹性反应谱分析软件，登记号: 2021SR0494049

[08]   市政供水管网运维安全风险评估软件, 登记号: 2020SR0336101

[09]   建筑结构多维地震响应快速计算模型软件, 登记号: 2020SR1882176

[10]   城市建筑群快速地震灾变模拟软件, 登记号: 2020SR0290021

[11]   基于一种改进的稀疏网格积分方法的随机函数统计矩及可靠度分析软件, 登记号: 2020SR0041182

[12]   基于耐震时程法的地震易损性分析软件，登记号: 2020SR0287617

[13]   基于机器学习的钢筋混凝土柱失效模式识别软件, 登记号: 2020SR0662843

[14]   供水管网运行安全实时监控和病害预警平台, 登记号: 2020SR013443

标准规范：

[01] 上海市工程建设规范，《城市灾害损失评估技术标准》，DG/TJ 08-2383-2021

[02] 上海市地方标准，《城市供水管网安全风险评估规范》，DB 31/T 1332-2021

[03] 工程建设国家标准，《海岸工程混凝土结构技术标准》

[04] 上海工程建设规范，《地下空间一体化设计标准》

[05] 地方标准，《地震风险评估技术标准》

[06] 地方标准，《城镇供水管网诊断与修复技术规程》

[07] 行业标准，《城镇地下管道震损检测与修复技术规程》

[08] 行业标准，《城镇地下管网抗震鉴定与改造技术规程》