代表性论文：

Wu Y F, Wang H**, Li J, et al. The inelastic displacement spectra and its utilization of DDB design for seismic isolated bridges subjected to near-fault pulse-like ground motions[J]. Earthquake Spectra, 2019, 35(3), 1109-1140.

Wu Y F, Wang Z J, Li A Q, Zhang G D, Fu J D, Wang H. The normalized inelastic displacement spectra for seismic response estimation of a SDOF system with a generalized flag-shaped hysteretic model[J]. Bulletin of Earthquake Engineering, 2024，22,3011-3029.

Wu Y F, Fan K, Li A Q, Sha B, Si M F, Lu S, Wang H**. Experimental Study on the Mechanical Properties of Nylon Fabric-Reinforced Isolators(N-FREIs)[J].International Journal of Structural Stability and Dynamics,2025.(online,doi:10.1142/S0219455425500208).

Wu Y F, Wang H**, Li A Q, et al. The strength reduction factors for seismic isolated bridges characterized by SDOF bilinear systems in far fault areas [J]. Journal of Earthquake Engineering, 2019, 23(3): 404-421.

Wu Y F, Li A Q, Wang H. Inelastic displacement spectra for Chinese highway bridges characterized by single-degree-of-freedom bilinear systems, Advance in Structural Engineering, 2019, 22(14): 3066-3085

Wu Y F, Wang H**, Li A Q. Parameter identification methods for hyperelastic and hyper-viscoelastic models [J], Applied. Science, 2016, 6(12), 386.

Wu Y F, Wang H**, Li A Q, et al. Explicit finite element analysis and experimental verification of a sliding lead rubber bearing[J]. Journal of Zhejiang University-Science A, 2017, 18(5), 363-376.

Wu Y F , Zhang Y , Li A Q,et al. The Experimental Study on Mechanical Behavior of Conveyor Belt Rubber Bearings[J]. Applied Sciences, 2020, 10(13):4452.

Si M F, Wu Y F**, Xu H, et al. The seismic performance evaluation of unbonded laminated rubber bearings with end rotation[J]. Structures, 2023, 51: 926-935.

Zhang Y, Wu Y F**, Li A Q, et al. An experimental study on mechanical behavior of nylon fabric laminated rubber bearings[J]. Advances in Structural Engineering, 2022, 25(14): 2833-2843.

Wang H, Wu Y F, Sha B, et al. Compositive optimal control for the seismic response of a long-span triple-tower suspension bridge [J]. International Journal of Structural Stability and Dynamics, 2018, 18(08), 1840009

Zhou T, Wu Y F, Li A Q. Implementation and validation of a numerical model for lead-rubber seismic isolation bearings [J]. Journal of Mechanics, 2019, 35(2):153-165

Zhou T, Wu Y F, Li A Q. Numerical study on the ultimate behavior of elastomeric bearings under combined compression and shear[J]. KSCE Journal of Civil Engineering, 2018, 22: 3556-3566.

Zhou T, Li A Q, Wu Y F. Copula-based seismic fragility assessment of base-isolated structures under near-fault forward-directivity ground motions. Bulletin of Earthquake Engineering, 2018, 16(11): 5671-5696.

吴宜峰,徐泓,李爱群等.考虑初始偏位脱空的板式橡胶支座滞回性能[J].中国公路学报,2023,36(05):175-184.

吴宜峰,司明非,李爱群等.预应力厚层橡胶三维隔震装置的力学性能分析[J].东南大学学报(自然科学版),2023,53(01):37-43.

吴宜峰,徐宇伯,司明非等.尼龙织物增强橡胶支座力学性能试验研究[J].建筑结构,2023,53(03):10-14+20.

吴宜峰,张琰,李爱群等.尼龙织物叠层橡胶支座压缩与压剪性能试验研究[J].振动与冲击,2022,41(18):150-156.

吴宜峰,赵金鑫,乔云飞等.砖石质不可移动文物本体监测/检测技术研究进展[J].防灾减灾工程学报,2022,42(03):623-637.

吴宜峰,徐泓,李爱群等.桥梁板式橡胶支座运营病害及影响研究综述[J].工程抗震与加固改造,2021,43(05):104-113+95.

吴宜峰,张国栋,李爱群等.远场地震动作用下泛旗帜型模型的等延性弹塑性位移谱[J].东南大学学报(自然科学版),2021,51(05):770-775.

李爱群,张国栋,吴宜峰**.近断层脉冲地震动作用下泛旗帜型滞回模型的等延性位移谱[J].建筑结构学报,2021,42(09):205-212.

吴宜峰,李爱群,王浩等.近断层脉冲地震作用下隔震桥梁等延性位移系数谱[J].东南大学学报(自然科学版),2018,48(06):1044-1049.

吴宜峰,王浩,李爱群等.新型多功能隔震支座力学性能的数值模拟与实验验证[J].工程力学,2018,35(02):195-202.

吴宜峰,李爱群,王浩等.钢筋混凝土双柱墩滞回性能数值模拟与分析[J].东南大学学报(自然科学版),2015,45(04):776-781.

吴宜峰,李爱群,王浩.连续梁桥摩擦摆支座参数分析与优化[J].桥梁建设,2015,45(01):20-25.

代表性已授权发明专利：

吴宜峰, 鲁松, 李爱群, 等. 竖向隔震装置 .ZL 202310432175.9.

吴宜峰, 付江迪, 李爱群, 等. 一种橡胶剪切型竖向隔震装置. ZL202310275362.0.

吴宜峰, 司明非, 李爱群, 等. 橡胶支座内力快速检测装置及方法. ZL202110513288.2.

吴宜峰, 李爱群, 张瑞君. 一种减震装置及其安装方法, ZL201810163222.3.

吴宜峰, 李爱群, 张瑞君. 一种抗拉限位隔震支座, ZL201810102746.1.

吴宜峰, 李爱群, 张瑞君. 一种用于隔震结构的滑移装置, ZL201810150126.5.

吴宜峰, 李爱群, 张瑞君, 王浩. 变刚度抗拉滑移装置, ZL201811051981.7.