主要论文
SCI检索论文
[S66] Sun Haoding,He Haoxiang, Cheng Yang, et al. Theoretical and experimental study on vibration control of a tuned liquid inerter damper with additional damping net and sloped-bottom [J]. Mechanical Systems and Signal Processing, 2024, 213, 111356.
[S65] Sun Haoding,He Haoxiang, Cheng Yang, Gao Xiaojian. Numerical simulation and dynamic experimental investigation on vibration control of a structural system with a stacked single particle-inerter damper [J].Earthquake Engineering and Structural Dynamics, 2024, 53(11):3649-3677.
[S64] Li Ruifeng,He Haoxiang, Sun Haoding. Durability evolution of RC bridges under the coupled action of fatigue effect and chloride attack [J]. Structures, 2024, 67: 23520124.
[S63] Cheng, Yang,HeHaoxiang, Sun Haoding, Cao Qing. In-plane and out-of-plane seismic performance and damage evaluation of reinforced concrete shear wall structures subjected to mainshock-aftershock sequences [J].Earthquake Engineering and Structural Dynamics, 2024, 53(10):3263-3286.
[S62] Cheng Shitao,He Haoxiang, Sun Haoding, Cheng Yang. Rapid recovery strategy for seismic performance of seismic-damaged structures considering imperfect repair and seismic resilience [J].Journal of Building Engineering, 2024, 82: 23565502.
[S61] Haoding Sun,Haoxiang He, Yang Cheng, Qing Cao. Theoretical and experimental research on vibration control of the tuned liquid damper with damping net and sloped-bottom [J].Journal of Building Engineering, 2024, 81: 23527102.
[S60] Shitao Cheng,Haoxiang He, Bingji Lan. Uniaxial Compression Test and Performance Analysis of Multiscale Modified Concrete [J].Journal of Materials in Civil Engineering, 2024, 36(2): 04023582.
[S59] Baoshun Wang,Haoxiang He, Zhuo Zhao, Shitao Cheng. Experiment and optimization of a damping structure system with distributed multiple unidirectional single-particle dampers [J].Journal of Building Engineering, 2023, 80: 108113.
[S58] Yang Cheng,Haoxiang He, Haoding Sun, Shitao Cheng. Experimental study and mechanism analysis of out-of-plane seismic performance of reinforced concrete shear walls [J].Journal of Building Engineering, 2023, 80: 108058.
[S57]Haoxiang He, Haoding Sun, Yifei Chen. Analysis and assessment of ground motion characteristics and similarity using dynamic time warping distance [J].Journal of Seismology, 2023, 27: 1013-1033.
[S56] Yifei Chen,Haoxiang He, Baoshun Wang, Bingji Lan, Yang Cheng. Dynamic model, performance analysis and evaluation of frame-distributed rocking-core tube structure [J]. Structures, 2023, 57: 105233.
[S55] Haoding Sun,Haoxiang He, Yang Cheng, Shitao Cheng. Theoretical and experimental research on damping performance of suspended multiple mass pendulums damper [J]. Structures, 2023, 55: 169-184.
[S54] Shan Wu,Haoxiang He, Bingji Lan, Yifei Chen. Seismic optimization design of buckling-restrained braced frames for uniform damage criterion [J]. Journal of Constructional Steel Research, 2023, 208: 107992.
[S53] Baoshun Wang,Haoxiang He, Shitao Cheng, Yifei Chen. Experimental and optimization analysis of a multiple unidirectional single-particle damper [J]. Journal of Sound and Vibration, 2023, 553: 117664.
[S52] Shitao Cheng,Haoxiang He, Yang Cheng, Haoding Sun. Flexural behavior of RC beams enhanced with carbon textile and fiber reinforced concrete [J].Journal of Building Engineering, 2023, 70: 106454.
[S51] Shitao Cheng,Haoxiang He, Yang Cheng, Bingji Lan. Capacity prediction and crack width calculation of RC beam strengthened with textile and modified concrete [J].Journal of Building Engineering, 2023, 69: 106261.
[S50] Shitao Cheng,Haoxiang He, Yifei Chen. Performance evaluation and repair strategy of seismic damages to RC structures based on residual deformation [J]. Structure and Infrastructure Engineering, 2023; 2191970.
[S49] Shitao Cheng,Haoxiang He, Bingji Lan. Calculation theory and damage analysis on crack width of RC seismic-damaged columns [J]. Structures, 2021, 34:3329-3344.
[S48]HaoxiangHe, Shuyu Tian, Yaoyuan Zhang. Refined fatigue damage assessment of RC beam based on fractal characteristics of cracks [J]. Structures, 2022, 46: 1595-1603.
[S47] Lan Bingji,He Haoxiang, Wu Shan, et al. Theoretical analysis and application research on local toggle energy dissipation device [J]. Journal of Building Engineering, 2022, 54: 104654.
[S46] Laishun Wang,Haoxiang He,Shaosong Li. Structural vibration performance test based on smart phone and improved comfort evaluation method [J]. Measurement, 2022, 193:1-14.
[S45] Shitao Cheng,Haoxiang He, Shuyu Tian, Yang Cheng. Compression test of multi-scale modified concrete and application of novel damage variable in concrete performance analysis[J]. Structures, 2022, 46, 1433-1446.
[S44] Yifei Chen,Haoxiang He, Shitao Cheng, Shaosong Li. Seismic and damping performance of frame-distributed rocking tubes-core tube structure [J]. Journal of Building Engineering, 2022, 61(7):1-23.
[S43] Baoshun Wang,Haoxiang He, Yifei Chen, Shitao Cheng. Experimental and performance analysis of the combined damping system with a TMD and a multiple unidirectional single-particle damper [J]. Journal of Sound and Vibration, 2022, Article ID UNSP 117301.
[S42]Tao Cui,Haoxiang He, Shitao Cheng. Seismic performance research on precast wall-beam out-of-plane joint with ECC post-cast zone [J]. Engineering Structures, 2022, 266(20): 114488.
[S41]Haoxiang He, Shitao Cheng, Yifei Chen. Earthquake damage assessment model based on differential ratio of elastic–plastic dissipated energy [J]. Bulletin of Earthquake Engineering, 2022; 20: 2719-2749.
[S40]Haoxiang He, Shitao Cheng, Yifei Chen, Bingji Lan. Compression performance analysis of multi-scale modified concrete based on response surface method [J]. Case Studies in Construction Materials, 2022; 17: e01312.
[S39] Shitao Cheng,Haoxiang He, Yifei Chen. Fast damage assessment of seismic-damaged structures based on response deduction and energy dissipation ratio [J]. Measurement, 2022; 202: 111824.
[S38] Bingji Lan,Haoxiang He, Shan Wu, et al. Multi-performance objectives optimum design method and vibration control application of generalized toggle-brace-damper system [J]. Earthquake Engineering & Structural Dynamics, 2022, 51(6):1410-1435.
[S37]Haoxiang He, Shan Wu, Lican Liao. Section size optimization of continuum structure with bending and shearing deformation for uniform displacement criterion [J]. KSCE Journal of Civil Engineering, 2022.
[S36] Shan Wu,Haoxiang He, Yifei Chen, et al. Mechanical performance of multi-stage yield and failure metal sleeve damper: experimental and numerical study [J]. Thin-walled Structures, 2022, 175:109315.
[S35] Shan Wu,Haoxiang He, Shitao Cheng, et al. Mechanical performance and damping effect of multi-stage yield metal sleeve damper [J]. Structural Control & Health Monitoring, 2022, 29(2): e2864.
[S34] Baoshun Wang,Haoxiang He, Weiming Yan. Seismic performance design of energy-dissipated structure system based on damage control and time-varying damping ratio [J]. Soil Dynamics and Earthquake Engineering, 2021, 151: 106996.
[S33]Haoxiang He, Yifei Chen, Bingji Lan. Damage assessment for structure subjected to earthquake using wavelet packet decomposition and time-varying frequency [J]. Structures, 2021, 34:449-461.
[S32]Haoxiang He, Lichan Liao, Shitao Chen. Damping performance experiment and damage analysis of replacement connection with low-yield-point steel [J]. Advanced Steel Construction, 2021, 17(2):169-180.
[S31]He Haoxiang, Cheng Shitao, Zhang Xiaofu. Signal nonstationary degree evaluation method based on moving statistics theory [J]. Shock and Vibration, 2021, 5562110.
[S30] Shan Wu,Haoxiang He, Yifei Chen, Jianwei Chen. Calculation method of time-variant additional damping ratio and bi-objective design of RC frame with BRBs [J]. Structures, 2021, 33:2546-2558.
[S29] Tao Cui,Haoxiang He, Xinli Zhao, et al. Bending performance analysis of precast composite beams with precast ECC plate [J]. Structures, 2021, 33:986-998.
[S28] Shan Wu,Haoxiang He, Baoshun Wang. Analytic expression of additional damping ratio based on Bouc-Wen model and performance evaluation [J]. The Structural Design of Tall and Special Buildings.
[S27] Shan Wu,Haoxiang He, Yifei Chen. Static and dynamic size optimization of nonlinear continuous structure based on fully stressed design [J]. Advances in Structural Engineering, 2021:136943322098862.
[S26]Haoxiang He, Baoshun Wang, Weiming Yan. Mechanical model and optimization analysis of multiple unidirectional single particle damper [J]. Journal of Engineering Mechanics, 2021, 147(7):1-19.
[S25] Shan Wu,Haoxiang He, Shitao Cheng. Story stiffness optimization of frame subjected to earthquake under uniform displacement criterion [J]. Structural and Multidisciplinary Optimization, 2020(3):1-14.
[S24] Tao Cui,Haoxiang He, Weiming Yan, et al. Compression damage constitutive model of hybrid fiber reinforced concrete and its experimental verification[J]. Construction and Building Materials, 2020, 264: 120026.
[S23]Haoxiang He, Jiacheng Zheng Lican Liao Yanjiang Chen. Damage Identification Based on Convolutional Neural Network and Recurrence Graph for Beam Bridge [J]. Structural Health Monitoring, 2020, 14(2):1-20.
[S22] Weiming Yan, Baoshun Wang,Haoxiang He*. Research on damping mechanism and parameter analysis of particle damper based on energy theory [J]. Journal of Engineering Mechanics, 2020.
[S21] Tao Cui,Haoxiang He, Weiming Yan. Experimental Research on Uniaxial Compression Constitutive Model of Hybrid Fiber-Reinforced Cementitious Composites [J]. Materials, 2019, 12(15):2370.
[S20] Weiming Yan, Baoshun Wang,Haoxiang He*. Research of mechanical model of particle damper with friction effect and its experimental verification [J]. Journal of Sound and Vibration, 2019, Article ID UNSP 114898.
[S19]Haoxiang He, Wei Wang, Xiaofu Zhang. Frequency modification of continuous beam bridge based on co-integration analysis considering the effect of temperature and humidity [J]. Structural Health Monitoring, 2018,12(1):1-14.
[S18] Baoshun Wang, Weiming Yan,Haoxiang He*. Mechanical Performance and Design Method of Improved Lead Shear Damper with Long Stroke [J]. Shock and Vibration, 2018, Article ID 1623103.
[S17]Haoxiang He, Honggang Xu, Xiaobing Wang, Xiaofu Zhang, and Shaoyong Fan. Optimal Sensor Placement for Spatial Structure Based on Importance Coefficient and Randomness [J]. Shock and Vibration, 2018, Article ID 7540129.
[S16]Haoxiang He, Wentao Wang, Xin Xie. Multi-dimensional Seismic Control by Tuned Mass damper with Poles and Torsional Pendulums [J]. Shock and Vibration, 2017, Article ID 5834760.
[S15]Haoxiang He, Xin Xie, Wentao Wang. Vibration Control of Tower Structure with Multiple Cardan Gyroscopes [J]. Shock and Vibration, 2017, Article ID 3548360.
[S14]Haoxiang He, Xiaobing Wang, Xiaofu Zhang. Energy-Dissipation Performance of Combined Low Yield Point Steel Plate Damper Based on Topology Optimization and Its Application in Structural Control [J]. Advances in Materials Science and Engineering, 2016, Article ID 5654619.
[S13] Hui Yang, Weiming Yan,Haoxiang He*. Parameters Identification of Moving Load Using ANN and Dynamic Strain. Shock and Vibration, 2016, Article ID 8249851.
[S12]Haoxiang He, Kui Chen, Ruifeng Li. Seismic Performances of Replaceable Steel Connection with Low Yield Point Metal. Advances in Materials Science and Engineering, 2015, Article ID 134189.
[S11] Luning Shi, Weiming Yan,Haoxiang He*. The modal characteristics of non-uniform multi-span continuous beam bridges. Structural Engineering and Mechanics, An International Journal, 2014, 52(5): 997-1017.
[S10]Haoxiang He, Ruifeng Li, Kui Chen. Durability Evolution of RC Bridge under Coupling Action of Chloride Corrosion and Carbonization Based on DLA model. Mathematical Problems in Engineering, 2015, Article ID 951846.
[S9]Haoxiang He, Ruifeng Li, Kui Chen. Characteristics of Jerk Response Spectra for Elastic and Inelastic System. Shock and Vibration, 2014, Article ID 782748.
[S8] Yuchao Ma, Weiming Yan,Haoxiang He*, and Kai Wang. Damage Detection Based on Cross-term Extraction from Bilinear Time-frequency Distributions. Mathematical Problems in Engineering, 2014, Article ID 986050.
[S7] Luning Shi,Haoxiang He, and Weiming Yan. Prestress Force Identification for Externally Prestressed Concrete Beam Based on Frequency Equation and Measured Frequencies. Mathematical Problems in Engineering, 2014, Article ID 840937.
[S6]Haoxiang He, Enzhen Han, Maolin Cong. Constitutive Relation of Engineering Material Based on SIR Model and HAM. Journal of Applied Mathematics, 2014, Article ID 624863.
[S5]Haoxiang He, Yongwei Lv, Enzhen Han. Damage Detection for Continuous Bridge Based on Static-Dynamic Condensation and Extended Kalman Filtering. Mathematical Problems in Engineering, 2014, (2014), Article ID 707969.
[S4] Haoxiang He, Maolin Cong, Yongwei Lv. Earthquake Damage Assessment for RC Structures Based on Fuzzy Sets. Mathematical Problems in Engineering, 2013, (22), Article ID 254865.
[S3] Haoxiang He, Weiming Yan, and Ailin Zhang. Theoretical and experimental study on damage detection for beam string structure. Smart Structures and Systems, 2013, 10(1):46-59.
[S2]Haoxiang He, Weiming Yan, and Ailin Zhang. Structural Damage Information Fusion Based on Soft Computing. International Journal of Distributed Sensor Networks, 2012 (2012), Article ID 798714.
[S1]Haoxiang He, Weiming Yan. Structural damage detection with wavelet support vector machine: Introduction and applications. Journal of Structural Control and Health Monitoring. 2007, 14(1):162-176.
EI期刊检索论文
[E102]何浩祥,王峥,程时涛,陈旺,高翔.约束混凝土受压力学性能实测及修正本构模型[J].应用基础与工程科学学报, 2024, 32(04):1170-1185.
[E101]孙澔鼎,何浩祥,程扬,张耀源,曹青.悬吊多质量摆体系力学机理及减振性能试验研究[J].振动与冲击, 2024, 43(06):50-63.
[E100]吴山,何浩祥,兰炳稷.面向均匀损伤的RC框架结构抗震优化设计方法[J]. [J].工程力学. 2024, 41(4): 210-221.
[E99]何浩祥,王峥,程时涛,高伟.混凝土内部受压力学性能试验与本构分析[J].振动.测试与诊断, 2024, 44(01):135-141+202.
[E98]孙澔鼎,何浩祥,程扬,曹青.附加阻尼网的斜底式TLD减震控制理论与试验研究[J].建筑结构学报, 2024, 45(04):72-85.
[E97]王来顺,何浩祥,李少松.基于智能手机的结构振动测试及舒适度改进评价方法[J].振动工程学报, 2023, 36(06):1613-1622.
[E96]何浩祥,孙澔鼎,程扬.层间弯剪偏心结构精准模型快速建立方法及多维减震应用[J].振动工程学报, 2023, 36(06):1590-1601.
[E95]程时涛,何浩祥,程扬等.纤维编织网及改性混凝土增强RC梁性能分析和裂缝宽度计算[J/OL].工程力学:1-15.
[E94]程时涛,何浩祥,陈易飞.采用动力响应推演及耗能差率的震损结构损伤演变快速评估[J].振动工程学报,2023,36(01):20-31.
[E93]兰炳稷,何浩祥,陈易飞等.钢管混凝土柱-钢连梁耗能墙设计方法及抗震性能试验[J].建筑结构学报, 2024,45(04):24-37.
[E92]程时涛,何浩祥,吴山等.震损钢混柱的裂缝宽度计算理论及性能分析[J].振动.测试与诊断, 2023, 43(04):809-816.
[E91]程时涛,何浩祥,王峥,陈旺,高翔.基于新型损伤变量的多尺度改性混凝土性能分析及评定[J].应用基础与工程科学学报, 2023, 31(03):752-766.
[E90]陈易飞,何浩祥,王宝顺,程时涛.框架-分布摇摆芯筒-核心筒结构体系减震机理分析及应用[J].振动工程学报, 2023, 36(02):357-368.
[E89]陈易飞,何浩祥,兰炳稷,孙澔鼎.框架-分布摇摆芯筒-核心筒结构体系力学模型及耗能减震性能分析[J].振动与冲击, 2023, 42(05):47-56.
[E88]崔涛,何浩祥,周大兴,程时涛.设置高延性水泥基复合材料后浇区的墙-梁节点平面外抗震性能试验及损伤分析[J].建筑结构学报, 2023,44(03):49-58.
[E87]王宝顺,何浩祥,闫维明等.含分布式单向单颗粒阻尼器的减震结构体系有限元模拟及性能分析[J].振动工程学报,2022,35(06):1418-1432.
[E86]何浩祥,王宝顺,兰炳稷等.基于时频域解析的并联式单向单颗粒阻尼器减振机理及优化研究[J].应用基础与工程科学学报, 2023,31(01):236-256.
[E85]何浩祥，兰炳稷，陈易飞，吴山.面向多性能目标的广义肘节机构优化设计方法及减震应用[J].振动工程学报, 2022, 35(6):1404-1417.
[E84]何浩祥,程扬,黄磊,陈旺,陈彦江.基于多元Copula函数的连续梁桥整体地震易损性分析[J].北京工业大学学报, 2022,48(10):1018-1027.
[E83]吴山,何浩祥,王宝顺,陈建伟.基于Bouc-Wen模型的阻尼器附加有效阻尼比解析解及应用[J].振动与冲击, 2022, 41(16):10-18.
[E82]吴山,何浩祥,陈易飞.面向时变阻尼比-位移双目标的防屈曲支撑减震体系设计方法[J].振动工程学报, 2022, 35(03):663-673.
[E81]王宝顺,何浩祥,闫维明.面向损伤控制的减震结构体系阻尼比解析计算及性能设计[J].振动工程学报, 2022, 35(02):264-276.
[E80]吴山,何浩祥,兰炳稷,陈建伟.分级屈服型金属套管阻尼器减震理论与试验研究[J].工程力学,2022,39(07):147-157.
[E79]何浩祥,程时涛,廖李灿.考虑残余变形的震损框架结构性能评估及维修优化策略[J].振动工程学报, 2022,35(01):23-33.
[E78]何浩祥,郑家成,廖李灿,程时涛.基于裂缝分形特征的钢混梁疲劳损伤精细评估[J].振动.测试与诊断,2022,42(03):503-510+617.
[E77]兰炳稷,何浩祥,王宝顺.局部肘节消能装置的减振机制分析及其优化控制[J].建筑结构学报, 2022,43(07):32-43.
[E76]何浩祥,丁佳伟,闫维明.地震动全非平稳时频谱统计模型及其在结构分析中的应用[J].振动工程学报, 2021, 34(6):1257-1267.
[E75]何浩祥,黄磊,吴山,丁佳伟.面向均匀损伤的不等高墩连续刚构桥抗震优化分析[J].应用基础与工程科学学报, 2021, 29(6):1464-1473.
[E74]王曼,何浩祥,王宝顺,闫维明.含铅阻尼器的自攻螺钉冷弯型钢整体结构减震性能及损伤演变[J].振动与冲击, 2021, 40(21):266-274.
[E73]吴山,何浩祥,周钰婧.面向满应力准则的非线性连续结构截面尺寸优化设计理论与分析[J].振动与冲击, 2021, 40(18):250-257.
[E72]王宝顺,何浩祥,闫维明.质量调谐-颗粒阻尼器复合减振体系的力学解析及优化分析[J].工程力学. 2021, 38(6): 191-207.
[E71]何浩祥,丁佳伟,程时涛.地震动广义动力放大系数谱及其特性研究[J].振动与冲击, 2021, 40(5):170-178.
[E70]何浩祥,王玮,黄磊.基于卷积神经网络和递归图的桥梁损伤智能识别[J].应用基础与工程科学学报, 2020, 28(4):966-979.
[E69]丁佳伟,何浩祥,闫晓宇.地震动功率谱改进模型及其在人工地震动合成中的应用[J].振动与冲击, 2020, 39(21):258-266.
[E68]崔涛,何浩祥,闫维明,周大兴.基于分形理论的装配式ECC叠合梁受弯性能及损伤演化研究[J]．建筑结构学报, 2020, 41(7): 91-101.
[E67]闫维明,王宝顺,何浩祥.并联式单向单颗粒阻尼器力学模型及优化分析[J].工程力学. 2020, 37(7): 138-150.
[E66]闫维明,张俊强,何浩祥.采用等效斜撑模型的砌体结构地震易损性分析[J]．哈尔滨工业大学学报, 2020, 52(1): 71-78.
[E65]何浩祥,胡一凡,吴山.基于耗能差指数和SIR模型的结构易损性及可恢复能力评估[J].土木工程学报, 2020, 53(4):11-22.
[E64]何浩祥,胡一凡,程时涛.面向可恢复能力和性价比的结构减震阻尼器类型择优[J].地震工程与工程振动, 2020, 40(3):32-42.
[E63]王宝顺,闫维明,何浩祥,许维炳.考虑摩擦效应的颗粒阻尼器力学模型研究及参数分析[J].工程力学. 2019, 36(6): 109-118.
[E62]崔涛,何浩祥,闫维明,钱增志,周大兴. ECC与既有混凝土结合面抗剪性能试验及力学性能分析[J].建筑材料学报, 2019, 36(6): 109-118.
[E61]崔涛,何浩祥,闫维明,钱增志,周大兴.混杂纤维水泥基复合材料受压损伤本构模型及试验验证[J].材料导报, 2019, 33(10): 3413-3418.
[E60]崔涛,何浩祥,闫维明,钱增志,周大兴.带ECC底板的装配式梁受弯性能及损伤分析[J].哈尔滨工业大学学报, 2019, 51(12): 104-112.
[E59]崔涛,何浩祥,闫维明,钱增志,周大兴.混杂纤维混凝土单轴受压本构模型[J].北京工业大学学报, 2019, 45(10): 967-977.
[E58]何浩祥,王文涛,吴山.基于均匀变形和混合智能算法的框架结构抗震优化设计[J].振动与冲击, 2020, 39(4):113-121.
[E57]何浩祥,范少勇,闫维明.时频非平稳地震动模型及结构随机振动应用[J].振动、测试与诊断. 2019, 39(6):1189-1197.
[E56]王宝顺,闫维明,何浩祥,许维炳.基于能量法的颗粒阻尼器减振机理研究及参数分析[J].振动工程学报, 2019, 32(3):386-394.
[E55]何浩祥,杨慧,闫维明.考虑碳化和氯离子累积效应的梁桥时变可靠度[J].哈尔滨工业大学学报, 2019, 51(6): 71-78.
[E54]何浩祥,许洪刚,许维炳.悬吊双摆动力特性分析及其在结构减振控制中的应用[J].振动工程学报, 2019, 32(2):305-313.
[E53]杨慧,何浩祥,闫维明.锈蚀和疲劳耦合作用下梁桥时变承载力评估[J].工程力学. 2019, 36(2): 165-176.
[E52]何浩祥,王小兵,张小福.优化复合型金属阻尼器等效模型及减震性能[J].振动、测试与诊断. 2018, 38(5):890-896.
[E51]何浩祥,张小福,王小兵.基于滑动统计特征的信号非平稳度评价和比较[J].振动、测试与诊断. 2018, 38(4):679-686.
[E50]何浩祥,陈奎,范少勇.基于弹塑性耗能差率的地震损伤评估模型及分析方法[J].振动工程学报. 2018, 31(3):382-390.
[E49]何浩祥,王文涛,范少勇.考虑荷载分布模式的弯剪型结构最优刚度分布解析研究[J].工程力学. 2018, 35(7): 94-103.
[E48]王宝顺,闫维明,何浩祥.改进型大行程板式铅剪切阻尼器力学模型及减震控制研究[J].振动与冲击. 2018, 37(16): 177-184.
[E47]何浩祥,解鑫,王文涛.基于动态时间归整距的地震动特性分析及合成精度评价[J].振动与冲击. 2018, 37(12): 207-215.
[E46]张学明，闫维明，何浩祥，孙运轮，宋林琳，陈适才．基于随机模拟—致危险性谱的核电厂抗震性能分析[J].原子能科学技术. 2018, 37(2): 158-166.
[E45]何浩祥,王小兵,张小福.基于多目标拓扑优化的复合低屈服点钢阻尼器减震性能分析[J].振动与冲击. 2018, 37(8): 158-166.
[E44]何浩祥,李瑞峰,张小福.考虑钢筋锈蚀影响的桥梁整体时变地震易损性分析[J].应用基础与工程科学学报. 2018, 26(1):109-121.
[E43]何浩祥,张小福,王小兵.基于协整理论的环境温湿度效应下连续梁桥频率修正方法[J].振动与冲击. 2018, 37(7): 23-31.
[E42]杨慧,何浩祥,张向东,闫维明.面向RC结构损伤演变的位移相关型阻尼模型及参数识别[J].工程力学. 2017, 34(11): 126-134.
[E41]陈彦江,钱亚运,李洪泉,何浩祥,闫维明.基于阻尼特性的RC简支梁桥损伤识别分析及试验研究[J].振动与冲击. 2017, 36(3): 208-213.
[E40]杨慧,闫维明,何浩祥.基于残余应力的复合阻尼模型及在RC梁损伤分析中的应用[J].振动工程学报. 2017, 30(3):432-441.
[E39]何浩祥,李瑞峰,闫维明.基于多元模糊评定的桥梁综合地震易损性分析[J].振动工程学报. 2017, 30(2):270-279.
[E38]何浩祥,吕永伟,韩恩圳.基于参数识别的双向偏心结构TMD优化布置[J].振动、测试与诊断. 2017, 37(2):301-306.
[E37]何浩祥,陈奎,王小兵.梁端填充低屈服点钢材的梁柱连接减震性能试验与损伤分析[J].建筑结构学报. 2017, 38(5):1-10.
[E36]何浩祥,陈奎,李瑞峰.采用低屈服点金属的可置换式钢节点减震分析[J].振动、测试与诊断. 2016, 36(6):1050-1056.
[E35]石鲁宁,闫维明,何浩祥,陈彦江.基于裂缝梁动力特性和自振频率的参数敏感性[J].振动、测试与诊断. 2016, 36(5):881-889.
[E34]何浩祥,李瑞峰,闫维明.基于DLA的氯离子侵蚀与碳化耦合作用下桥梁性能演变模拟[J].应用基础与工程科学学报. 2016, 24(4):778-791.
[E33]何浩祥,闫维明,韩恩圳.地震动统一时频谱特性及其在人工合成中的应用[J].振动工程学报, 2016, 29(2): 314-323.
[E32]何浩祥,韩恩圳,闫维明.统一光滑反应谱及其在地震动合成中的应用[J].哈尔滨工业大学学报, 2016, 48(6): 177-184.
[E31]何浩祥,陈奎,闫维明.基于小波包变换和时变频率的结构地震损伤评估[J].振动与冲击. 2016, 35(7): 23-30.
[E30]韩恩圳，何浩祥，吕永伟.三维地震动下结构最不利入射角度研究[J].振动工程学报. 2016, 29(1): 132-139.
[E29]闫维明,石鲁宁,何浩祥,陈彦江.带任意附加质量的变截面弹性支承梁动力特性的解析解[J].工程力学. 2016, 33(1): 47-57.
[E28]石鲁宁,闫维明,何浩祥,陈彦江.完全弹性支承变截面梁动力特性半解析解[J].振动与冲击. 2015, 34(14): 76-83.
[E27]何浩祥，吕永伟，韩恩圳.基于静动力凝聚及扩展卡尔曼滤波的连续梁桥损伤识别.工程力学. 2015, 32(17): 156-163.
[E26]马裕超,闫维明,何浩祥.双线性时频分布交叉项提取及损伤识别应用[J].振动、测试与诊断. 2014, 34(6):1014-1021.
[E25]石鲁宁,闫维明,何浩祥,陈彦江.多跨体外预应力连续梁动力特性研究-模态解析解.振动与冲击. 2014, 33(16): 50-55.
[E24]刘福林,闫维明,何浩祥,王卓.基于Zernike矩的网壳结构的振型表征及损伤识别.工程力学. 2013, 30(8): 1-19.
[E23]何浩祥,李晓飞,闫维明.考虑信噪比和车-桥耦合效应的桥梁健康监测.应用基础与工程科学学报. 2014, 22(1):189-198.
[E22]何浩祥,闫维明,李晓飞.基于SIR模型的工程材料统一单轴本构关系研究.计算力学学报. 2014, 31(1):84-90.
[E21]何浩祥,闫维明.人体跳跃及落地激励下的楼板动力响应研究.振动工程学报. 2013, 26(3): 220-225.
[E20]何浩祥,葛腾飞,丛茂林.采用万向支架陀螺仪的高耸结构减振控制研究.振动与冲击. 2012, 31(24): 26-29.
[E19]何浩祥,葛腾飞,闫维明.双向水平及扭转调谐质量阻尼器及其减震控制研究.振动与冲击. 2012, 31(18): 143-147.
[E18]何浩祥，闫维明，陈彦江.考虑涡旋效应的圆柱形TLD多维减震效果研究.振动与冲击. 2012, 31(06): 126-130.
[E17]何浩祥，闫维明，陈彦江.地震动加加速度反应谱的概念及特性研究.工程力学. 2011, 28(11): 124-129.
[E16]何浩祥，闫维明，张爱林，王卓.基于支持向量机的张弦梁损伤识别试验.振动、测试与诊断. 2011, 31(1):45-49.
[E15]何浩祥，纪金豹，孔丹丹.人群行走激励的数值模拟及动力耦合作用研究.计算力学学报. 2011, 28(1): 53-58.
[E14]何浩祥,闫维明,纪金豹.考虑人体耦合作用的结构竖向隔振研究.计算力学学报. 2010, 27(5): 845-849.
[E13]何浩祥，闫维明，张爱林.人行激励下梁板结构与人体耦合作用研究.振动与冲击. 2008, 27(10): 141-145.
[E12]何浩祥，闫维明，张爱林，王卓.竖向环境振动下人与结构相互作用及舒适度研究.振动工程学报. 2008, 21(5): 446-451.
[E11]何浩祥，闫维明，张爱林，王卓.基于软计算方法的结构损伤信息融合.北京工业大学学报. 2009, 35(2): 206-212.
[E10]何浩祥，闫维明，张爱林.面向结构健康监测的传感器数量及位置优化研究.振动与冲击. 2008, 27(9): 134-137.
[E9]何浩祥，闫维明，王卓.基于子结构和遗传神经网络的递推模型修正方法.工程力学. 2008, 25(4): 99-105.
[E8]闫维明,王卓,何浩祥,俞瑞芳.一种频率密集型结构的模态测试方法.振动、测试与诊断. 2007, 27(3):216-219.
[E7]王卓，闫维明，何浩祥，张卫东.网壳结构损伤分区定位的模型试验研究.振动与冲击. 2007, 26(9): 14-17.
[E6]张卫东,闫维明,何浩祥,王利恒.基于小波神经网络的RC梁损伤识别试验研究.振动、测试与诊断. 2007, 27(2): 129-132.
[E5]何浩祥,闫维明.小波支持向量机在结构损伤识别中的应用研究.振动、测试与诊断. 2007, 27(1):53-57.
[E4]何浩祥,闫维明,乔亚玲.物元分析理论在钢筋混凝土结构地震损伤评估中的应用.北京工业大学学报. 2006, 31(8): 791-797.
[E3]闫维明,何浩祥,马华,周锡元.基于粗糙集和支持向量机的空间结构健康监测.沈阳建筑大学学报. 2006, 22(1):86-90.
[E2]何浩祥,闫维明.基于小波和图论的空间结构传感器优化布置.武汉理工大学学报. 2005, 27(12):41-44.
[E1]李宏男,何浩祥.利用能力谱法对结构地震损伤评估的简化方法.大连理工大学学报. 2004, 44(2): 267-270.
中文核心期刊检索论文
[C11]何浩祥,赵鑫丽,程时涛.既有钢筋混凝土框架结构的多指标云模型地震损伤评估[J].世界地震工程, 2023, 39(01): 59-68.
[C10]赵鑫丽,何浩祥,闫维明,程时涛.考虑设计规范差异及耐久性的老旧结构地震易损性评估[J].工业建筑, 2021, 51(9): 121-129.
[C9]何浩祥,闫维明.连续梁桥在多点地震激励下的响应机理研究.防灾减灾工程学报. 2011, 31(1): 44-49.
[C8]闫维明，何浩祥，张爱林，王卓.单层网壳损伤识别试验研究.空间结构. 2009, 15(1): 23-26.
[C7]何浩祥，闫维明，彭凌云.基于支持向量机的钢筋混凝土桥梁损伤识别.公路交通科技. 2008, 25(3): 65-69.
[C6]何浩祥，闫维明，马华，王卓.结构健康监测系统设计标准化评述与展望.地震工程与工程振动. 2008, 28(4): 154-160.
[C5]何浩祥，闫维明，张爱林.基于小波分析的结构损伤信号奇异性检测.工业建筑. 2007, 37(增刊): 204-207.
[C4]闫维明,王卓,何浩祥,马华,张卫东.基于小波包模糊聚类的网格结构损伤诊断方法.地震工程与工程振动. 2006, 26(2): 56-61.
[C3]何浩祥,闫维明,周锡元.基于性能的结构多元模糊地震损伤评估方法.工程抗震与加固改造. 2006, 28(1):100-105.
[C2]何浩祥，李宏男.基于规范反应谱建立需求谱的方法.世界地震工程. 2002, 18(3):57-63.
[C1]何浩祥，李宏男.建筑结构在双向地震作用下的扭转振动效应.沈阳建筑工程学院学学报. 2002, 18(3): 241-243.
授权国家发明专利
[P99]何浩祥,张腾,张耀源,田书宇.具有旋转和调谐质量减振功能的桥墩垂直绿化模块. (专利号: ZL 202210559144.5)
[P98]何浩祥,田书宇,张腾,张耀源.具有监测和发声预警功能的轴接式耗能杆件结构. (专利号: ZL 202210576005.3)
[P97]何浩祥,张耀源,田书宇,张腾.一种具有复合隔振底座和悬臂调谐梁的减振输电塔体系. (专利号: ZL 202210563490.0)
[P96]程时涛,何浩祥,陈易飞,王峥.一种基于变形的震损钢筋混凝土柱裂缝宽度计算方法. (专利号: ZL 202011347645.4)
[P95]程扬,何浩祥,孙澔鼎,张耀源.一种具有抗扭抗倾覆功能的万向分级屈服联合减震装置. (专利号: ZL 202211217406.6)
[P94]何浩祥,程时涛,兰炳稷,吴山.基于卡尔曼滤波及弹塑性耗能差的震损结构损伤量化方法. (专利号: ZL 202110669071.0)
[P93]程扬,何浩祥,孙澔鼎,兰炳稷.具有位移放大功能的底角阻尼器及摇摆耗能的装配式剪力墙. (专利号: ZL 202110958476.6)
[P92]周大兴,曹青,孙澔鼎,何浩祥.一种基于导轨式行星齿轮实现惯容功能的调谐液体阻尼器. (专利号: ZL 202210424405.2)
[P91]何浩祥,王峥,程时涛,孙澔鼎.一种测试混凝土试块内部材料本构关系的装置及安装方法. (专利号: ZL 202011569703.8)
[P90]何浩祥,孙澔鼎,陈易飞,程时涛.可半主动调控阻尼性态的方斗型调谐液体阻尼器. (专利号: ZL 202110999649.9)
[P89]何浩祥,王来顺,李少松,高伟.含多个多向摇摆筒的耗能减振高层建筑结构体系. (专利号: ZL 202110322809.6)
[P88]何浩祥,高伟,王来顺,李少松.一种适用于木结构节点的变形放大型摩擦耗能雀替. (专利号: ZL 202110669052.8)
[P87]何浩祥,李少松,王来顺，高伟.一种具有多维耗能功的复合型低屈服点金属阻尼器. (专利号: ZL 202110557911.4)
[P86]孙澔鼎,何浩祥,程扬,陈易飞.具有智能漂浮移动集的海上风力发电机集群. (专利号: ZL 202110958623.X)
[P85]孙澔鼎,何浩祥,兰炳稷,李少松.一种采用TLD与TMD复合调谐减震的施工钢平台体系. (专利号: ZL 202110999636.1)
[P84]程时涛,何浩祥,陈易飞,孙澔鼎.具有立体马牙槎和纤维混凝土灌浆的装配式多向耗能桥墩. (专利号: ZL 202110669088.6)
[P83]王峥,何浩祥,陈旺，高翔.一种监测钢筋混凝土构件内部多维应力应变的装置及安装方法. (专利号: ZL 202011569696.1)
[P82]孙澔鼎,何浩祥,王来顺,程时涛.主动变水压控制型调谐液体阻尼器. (专利号: ZL 202110999648.4)
[P81]程扬,何浩祥,孙澔鼎,程时涛.一种具有位移放大和反复拆装功能的耗能支撑. (专利号: ZL 202110958617.4)
[P80]何浩祥,兰炳稷,王利辉,程时涛.一种具有位移二次放大和触发自复位功能的复合耗能体系. (专利号: ZL 202110279696.6)
[P79]何浩祥,程扬,程时涛,陈易飞.采用真空吸盘的可移动式复合耗能阻尼器. (专利号: ZL 202110958429.1)
[P78]何浩祥,李少松,田书宇,程时涛,王来顺.具有摇摆减震壁式框架和垂直绿化系统的高层结构体系. (专利号: ZL 202110958483.6)
[P77]程时涛,何浩祥,陈易飞,兰炳稷.具有调谐-摇摆-摩擦复合分级耗能功能的自复位墙体. (专利号: ZL 202110279966.3)
[P76]程时涛,何浩祥,陈易飞,程小卫.一种自适应调频及惯性力增益的减振空间结构体系. (专利号: ZL 202110279949.X)
[P75]兰炳稷,何浩祥,吴山,孙澔鼎.含多个多向摇摆筒的耗能减振高层建筑结构体系. (专利号: ZL 202110322809.6)
[P74]兰炳稷,何浩祥,程时涛,孙澔鼎.含多段屈服钢管混凝土扁柱的装配式多维耗能剪力墙体系. (专利号: ZL 202110279698.5)
[P73]何浩祥,陈易飞,王利辉,程时涛.具有多摆调谐芯筒的框架-核心筒耗能减震结构体系. (专利号: ZL 202011569721.6)
[P72]陈易飞,何浩祥,兰炳稷,王峥.具有分布式摇摆芯筒的框架-核心筒消能体系. (专利号: ZL 202011569745.1)
[P71]兰炳稷,何浩祥,吴山,孙澔鼎.一种地震下应力均匀分布的模块化钢管混凝土多维耗墙. (专利号: ZL 202110279699.X)
[P70]程时涛,吴山,何浩祥,李少松,王来顺.利用齿轮放大位移及滑轮开启拉索的自复位复合耗支撑. (专利号: ZL 202011226830.8)
[P69]程时涛,吴山,何浩祥,陈易飞，孙澔鼎.采用滑轮调索力及阑值触发控制自复位的多级耗装置. (专利号: ZL 202011226338.0)
[P68]何浩祥,王峥,陈旺,孙澔鼎.一种具有可变位X形钢支撑的层高可调型房屋结构. (专利号: ZL 202010154680.8)
[P67]高翔,何浩祥,闫维明,陈旺.一种含双层碟形弹簧的复合型多维隔震支座. (专利号: ZL 202010154668.7)
[P66]何浩祥,陈旺,王峥,高翔.防止桥墩端部产生塑性铰的位移放大型多维耗能装置. (专利号: ZL 202010154669.1)
[P65]何浩祥,兰炳稷,王宝顺,黄绪宏.一种基于实腹螺旋弹簧销连接的多级减震扁梁-楼盖体系. (专利号: ZL 202010790037.4)
[P64]何浩祥,吴山,程时涛,陈易飞.可多面多阶段屈服的隅撑式复合型金属消能器. (专利号: ZL 201911268791.5)
[P63]何浩祥,孙澔鼎,王峥,高翔.采用多维减振装置的多风轮多向集能式风力发电机塔. (专利号: ZL 202010154675.7)
[P62]王宝顺,何浩祥,闫维明,赵鑫丽.一种基于电磁转换功能的颗粒阻尼-铅阻尼多级减振墙体. (专利号: ZL 201911402462.5)
[P61]王宝顺,何浩祥,闫维明,王畅.一种基于磁场交变型颗粒阻尼-铅阻尼多级减振墙体. (专利号: ZL 201911397841.X)
[P60]陈易飞,何浩祥,吴山,程时涛.多维耗能减震型冷弯薄壁型钢结构住宅体系. (专利号: ZL 201911302169.1)
[P59]孙澔鼎,何浩祥,王峥,陈旺.可采集多种源并减振耗的双风轮自旋转风力发电塔. (专利号: ZL 202010154670.4)
[P58]吴山,何浩祥,陈易飞,程时涛.一种具有钢材多级屈服和摩擦耗能的肘节式阻尼器. (专利号: ZL 201911268771.8)
[P57]程时涛,何浩祥，陈易飞，廖李灿.控制结构节点残余位移的超弹性多级配摩擦限位耗能器. (专利号: ZL 201910968244.1)
[P56]周钰婧,何浩祥,吴山,李易.含装配式钢管混凝土组合异形柱及耗钢板墙的框架体系. (专利号: ZL 201811467241.1)
[P55]周钰婧,何浩祥,吴山,李易.具有钢管混凝土分肢组合异形柱及减震墙的装配框架体系. (专利号: ZL 201811467215.9)
[P54]闫维明,王宝顺,何浩祥,田宇.可多级减振及位移二次放大的装配式复合耗能钢梁柱结构. (专利号: ZL 201810248259.6)
[P53]吴山,何浩祥,周钰婧,廖李灿.一种采用预应力钢棒和内芯弯曲式防屈曲支撑的装配式板柱体系. (专利号: ZL 201811204524.7)
[P52]何浩祥，许洪刚,许维炳，王利辉.一种具有多阶调频功能的摆式外置电梯井体系. (专利号: ZL 201910092671.8)
[P51]王宝顺,何浩祥,闫维明,黄绪宏,王畅.一种内藏多维耗能阻尼颗粒的装配式减振楼板. (专利号: ZL 201910415929.3)
[P50]王宝顺,何浩祥,闫维明,王畅,黄绪宏.一种内藏双向阻尼颗粒的装配式减振楼梯. (专利号: ZL 201910415941.4)
[P49]何浩祥，郑家成，廖李灿，程时涛.防止桥墩撞击损伤的自动触发型伞式防护装置. (专利号: ZL 201910093821.7)
[P48]吴山，何浩祥，周钰婧，程时涛.一种全干式预制装配混凝土板柱结构体系. (专利号: ZL 201811204581.5)
[P47]何浩祥，吴山，周钰婧，郑家成.具有多屈服段及多波式核心单元的组合式屈曲约束支撑. (专利号: ZL 201811467227.1)
[P46]何浩祥，程时涛，郑家成，廖李灿.一种内藏摩擦和负刚度复合减振装置的冷弯薄壁钢板墙体系. (专利号: ZL 201910092656.3)
[P45]何浩祥，廖李灿，程时涛，郑家成.自振频率可调式多弯曲腔复合型颗粒调谐减振装置. (专利号: ZL 201910093806.2)
[P44]何浩祥，黄磊，李万举，胡一凡.含肘节型多维减振杆件的可装配式桁架结构. (专利号: ZL 201810248247.3)
[P43]何浩祥，胡一凡，黄磊，艾维尔斯提克利亚努.一种具有环向肘节式复合减振支撑的双层网壳结构. (专利号: ZL 201810248257.7)
[P42]何浩祥，丁佳伟，李万举，胡一凡.一种高效空间利用型端部直撑二次位移放大装置的阻尼器. (专利号: ZL 201810248231.2)
[P41]何浩祥，王文涛，解鑫，孙赫临.具有多级屈曲强度和定位金属橡胶耗能环的套筒式防屈曲支撑. (专利号: ZL 201610836047.0)
[P40]闫维明,崔涛,钱增志,周大兴,何浩祥.一种内藏X形低屈服点型钢连接件的装配式耗能梁节点. (专利号: ZL 201710665592.2)
[P39]闫维明,杨慧,何浩祥,王宝顺,崔涛.一种利用多级配颗粒填充限位的连续梁桥抗震自锁支座. (专利号: ZL 201710226510.4)
[P38]闫维明,王宝顺,何浩祥,许维炳.含可置换式梁端转动耗能铰及小斜跨套索的装配式钢结构. (专利号: ZL 201710336945.4)
[P37]闫维明,王宝顺,何浩祥,王志超.可多级减振的摩擦-套索复合耗能型装配式钢梁柱体系. (专利号: ZL 201710336982.5)
[P36]何浩祥，许洪刚，王玮，范少勇.一种具有空气弹簧和阻尼颗粒的质量调谐式减振多摆. (专利号: ZL 201710072719.X)
[P35]何浩祥，范少勇，许洪刚，王玮.具有双重调谐质量减振功能的施工钢平台模架体系. (专利号: ZL 201710665691.0)
[P34]何浩祥，解鑫，王文涛,许洪刚.一种压电-电磁复合式集能减振装置. (专利号: ZL 201610836013.1)
[P33]何浩祥，解鑫，孙赫临,王文涛.具有双向定向倒塌功能的耗能组合柱. (专利号: ZL 201610836196.7)
[P32]何浩祥，王文涛，解鑫，王玮.带限位锁定功能的金属橡胶阻尼器和防屈曲支撑组合耗能装置. (专利号: ZL 201610835989.7)
[P31]何浩祥，王玮，许成顺，许洪刚.含有粘弹性耗能构件和金属橡胶的悬索桥中央扣多维减振装置. (专利号: ZL 201710072730.6)
[P30]何浩祥，解鑫，王文涛，王小兵.一种啮合型复合耗能减震装配式墙体. (专利号: ZL 201610140925.5)
[P29]何浩祥，王文涛，解鑫，张小福.用于自锚式悬索桥组合式超弹性叠合多弯板减振耗能装置. (专利号: ZL 201610141493.X)
[P28]何浩祥，吕永伟，李瑞峰，陈奎.一种可更换横向配置预应力筋自复位耗能桥墩. (专利号: ZL 201410103221.1)
[P27]何浩祥，吕永伟，韩恩圳，丛茂林.一种跨中异形截面纤维混凝土梁. (专利号: ZL 201310217284.5)
[P26]何浩祥，李瑞峰，秦丽，陈奎，吕永伟.一种针对加层结构的多维消能减震装置. (专利号: ZL 201410033347.6)
[P25]何浩祥，韩恩圳，吕永伟，丛茂林.复合式全向调谐减震阻尼摆. (专利号: ZL 201310173316.6)
[P24]何浩祥，吕永伟，韩恩圳，丛茂林.可修复式跨中螺栓连接高延性梁. (专利号: ZL 201310217085.4)
[P23]何浩祥，陈奎，李瑞峰，韩恩圳.具有碟形弹簧的并联型负刚度结构隔震减振支座. (专利号: ZL 201410032547.X)
[P22]何浩祥，陈奎，李瑞峰，韩恩圳.限位连杆型低频隔震耗能支撑. (专利号: ZL 201410083805.7)
[P21]何浩祥，吕永伟，邵运达，陈奎，李瑞峰.一种耗能自复位桥梁墩柱结构. (专利号: ZL 201410102422.X)
[P20]何浩祥，吕永伟，李瑞峰，陈奎，张磊.具有防雾霾及降噪功能的可置换式双层百叶窗. (专利号: ZL 201410102686.5)
[P19]何浩祥，韩恩圳，吕永伟，丛茂林.跨中自复位软钢耗能混凝土梁. (专利号: ZL 201310217282.6)
[P18]何浩祥，李瑞峰，陈奎，吕永伟.一种可调摆式多维低频文物减震装置. (专利号: ZL 201410087581.7)
[P17]闫维明，石鲁宁，何浩祥，马裕超.组装式双子粘滞耗能装置. (专利号: ZL 201310480182.2)
[P16]闫维明，马裕超，何浩祥，石鲁宁.具有限位功能的环形粘弹性阻尼装置. (专利号: ZL 201210425653.5)
[P15]闫维明，石鲁宁，何浩祥，马裕超.可置换式限位锁定耗能减震装置. (专利号: ZL 201210444608.4)
[P14]何浩祥，丛茂林，马裕超，韩恩圳. 一种控制管状结构多维振动的卡箍式阻尼器. (专利号: ZL 201310023729.6)
[P13]何浩祥，吕永伟，韩恩圳，丛茂林.一种颗粒调谐质量式圆底形全向减震阻尼器. (专利号: ZL 201310084447.7)
[P12]何浩祥，李晓飞，葛腾飞，闫维明.内含剪切增稠液的速度型结构连接锁定装置. (专利号: ZL 201110427344.7)
[P11]何浩祥，周乾，李晓飞，葛腾飞.用于木结构的形状记忆合金减震加固装置. (专利号: ZL 201110426574.1)
[P10]何浩祥，闫维明，周宏宇，葛腾飞.建筑用复合型多频段隔振沟. (专利号: ZL 201010136256.7)
[P9]杨小森，何浩祥，闫维明，陈彦江.汽车车速车载测量装置.(专利号: ZL 200910079496.5)
[P8]何浩祥，闫维明，陈彦江，李勇.控制建筑结构三维平动及水平扭转的调谐质量阻尼器及其制作方法. (专利号: ZL 201010136256.7)
[P7]何浩祥，闫维明，郭恩，杨小森.控制结构多维振动的陀螺减振阻尼器及其制作方法. (专利号: ZL 201010136243.X)
[P6]何浩祥，陈彦江，陈适才，李勇.用于悬索桥的形状记忆合金减振辅助索装置. (专利号: ZL 200910093657.6)
[P5]何浩祥，闫维明，杨小森，周大兴.用于斜拉桥的粘滞减振辅助索装置. (专利号: ZL 200910093655.7)
[P4]何浩祥,闫维明,纪金豹,郭恩.滚筒式全向调谐质量减震阻尼器. (专利号: ZL 200910093656.1)
[P3]何浩祥,闫维明,王维凝,周大兴.内置颗粒式调谐及摩擦碰撞耗能阻尼器. (专利号: ZL 200910087710.1)
[P2]何浩祥,闫维明,纪金豹,苏亮.可调式金属复合型低屈服点阻尼器. (专利号: ZL 200710119619.4)
[P1]何浩祥,闫维明,彭凌云,苏亮.梁端削弱置换式钢框架梁柱抗震节点. (专利号: ZL 200710119719.7)
