科研奖励:
(1)李磊(4/11); 钢-高性能混凝土组合与混合结构性能及设计理论体系研究与应用, 陕西省人民政府, 科技进步, 省部一等奖, 2017(郑山锁; 赵均海; 俞茂宏; 李磊;王斌; 郑捷; 曾磊; 李茂新; 王可峰; 吴琨; 张常光).
(2)李磊(2/10); 型钢高强高性能混凝土结构的基本性能和设计计算理论研究(一等奖), 西安市人民政府, 科技进步, 其他, 2015(郑山锁; 李磊; 王斌; 侯丕吉;俞茂宏; 杨威; 孙龙飞; 王帆; 杨丰; 郑捷).
(3)李磊(2/9); 钢—混凝土界面粘结滑移理论及应用(二等奖), 陕西省人民政府, 科技进步, 省部二等奖, 2011(郑山锁; 李 磊; 曾 磊; 车顺利; 王 斌; 邓国专; 张 亮)
代表性论文:
(1)L Li (Corresponding Author), GX Luo, ZH Wang, YX Zhang, Y Zhuge(2021). Prediction of residual behaviour for post-earthquake damaged reinforced concrete column based on damage distribution model. Engineering Structures, 234: 111927 (JCR Q1)
(2)ZH Wang, L Li (Corresponding Author), YX Zhang, SS Zheng (2019). Reinforcement model considering slip effect. Engineering Structures 198, 109493 (JCR Q1)
(3)ZH Wang, L Li (Corresponding Author), YX Zhang, WT Wang (2019). Bond-slip model considering freeze-thaw damage effect of concrete and its application. Engineering Structures 201, 109831 (JCR Q1)
(4)L Li, WT Wang, PP Shi. Modelling catastrophic degradation of flexural-dominated RC columns at ultimate displacements based on fibre beam-column model. Journal of Building Engineering, (Under review) (JCR Q1)
(5)Li, L. (Corresponding Author); Chen, J.; Wang, W. Evaluation of the Residual Seismic Capacity of Post-Earthquake Damaged RC Columns Based on the Damage Distribution Model. Buildings 2023, 13, 595. https://doi.org/10.3390/buildings13030595
(6)LiHua Niu, ShanSuo Zheng Lei Li (Corresponding Author). Experimental study on the seismic behavior of masonry walls under offshore environment. Structures. 28(2020) 433–445. https://doi.org/10.1016/j.istruc.2020.08.064
(7)Bo Hu, Ruiyu Che, Jingfeng Wang, Xiaogang He, Lei Li Corresponding Author), Tribikram Kundu. Analytical investigation into the flexural behavior of steel tubular truss-and-concrete (STTC) composite beams. Structures. Volume 50, April 2023, Pages 670-688
(8)Zhang, Y., Zheng, S., Li, L., Dong, L., Ji, J., & Ruan, S. (2021). Modeling the lateral behavior of freeze-thaw damaged reinforced concrete columns including reinforcement slip and shear effects. Engineering Structures, 237, 112168. (JCR Q1)
(9)Q Qin, S Zheng, L Li, L Dong, Y Zhang, S Ding. Experimental study and numerical simulation of seismic behavior for RC columns subjected to freeze-thaw cycles. Advances in Materials Science and Engineering, 2017
(10)Wang, H., Wang, L., Li, L., Cheng, B., Zhang, Y., & Wei, Y. (2020). The study on the whole stress–strain curves of coral fly ash-slag alkali-activated concrete under uniaxial compression. Materials, 13(19), 4291.
(11)Zhang, Y., Zheng, S., Sun, L., Long, L., Yang, W., & Li, L. (2021). Developing GIS-based earthquake loss model: a case study of Baqiao District, China. Bulletin of Earthquake Engineering, 19(5), 2045-2079.
(12)李磊,王卓涵,张艺欣,郑山锁. 混凝土结构中考虑滑移效应的钢筋本构模型研究[J]. 工程力学, 2020, 37(3): 88-97. (中文卓越期刊,EI)
(13)李磊,罗光喜,王卓涵,郑山锁. 震损钢筋混凝土柱剩余能力的数值模型[J]. 工程力学, 工程力学, 2020, 37(12): 52-67. (中文卓越期刊,EI)
(14)李磊,王卓涵,张艺欣,郑山锁.钢筋混凝土冻融损伤黏结滑移本构模型及其在构件中的应用[J].建筑结构学报,2021,42(09):213-222. (T1期刊,EI)
(15)李磊,王文韬,王卓涵,罗光喜.锈蚀RC框架柱性能劣化的模拟与评估[J].哈尔滨工业大学学报,2021,53(04):41-50. (中文卓越期刊,EI)
(16)郑山锁,杨威,秦卿,李磊,邓国专.基于氯盐最不利侵蚀下锈蚀RC框架结构时变地震易损性研究[J].振动与冲击,2015,34(07):38-45.
(17)郑山锁,徐强,李磊,杨威,孙龙飞.近场强地震动断层面不均匀位错预测模型[J].振动与冲击,2014,33(14):171-175.
(18)李磊,郑山锁,周宁.锈蚀RC柱性能化抗震能力的评价模型[J].土木工程学报,2013,46(S2):50-56.
出版专著:
(1)郑山锁; 李磊; 型钢高强高性能混凝土结构的基本性能与设计, 科学出版社, 41.7万字, 2012.