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Yan Lei, Zhu Le Dong*, Flay Richard G.J., Comparison of force-balance and pressure measurements on deck strips on a stationary bridge model,Journal of Wind Engineering and Industrial Aerodynamics,2017, 164:96-107.
Zhu, Q., Chen, B.Y., Zhu, L.D.*, Xu Y.L., Investigation on characteristics and span-wise correlation of vortex-induced forces on a twin-box deck using newly-developed wind-tunnel test technique, Journal of Wind Engineering and Industrial Aerodynamics,2017, 164:69-81.
Gao Guang-zhong, Zhu Le-dong*, Nonlinear mathematical model of unsteady galloping force on a rectangular 2:1 cylinder, Journal of Fluids and Structures, 2017, 70:47-71.
GaoGuangzhong, Zhu Ledong*, Measurement and Verification of Unsteady Galloping Force on a Rectangular 2:1 Cylinder, Journal of Wind Engineering and Industrial Aerodynamics, 2016,157:76-94.
Yan Lei, Zhu Le Dong* and Flay Richard G. J., Span-wise correlation of wind-induced fluctuating forces on a motionless flat-box bridge deck, Journal of Wind Engineering and Industrial Aerodynamics, 2016,156:115-128.
Yan Lei, Zhen S. Guo, Le D. Zhu and Richard G. J. Flay, Wind tunnel study of wind structure at a mountainous bridge location, Wind and Structures, 2016, 23(3):191-209.
Meng Xiao-Liang, Zhu Le-Dong*, Xu You-Lin, Guo Zhen-Shan, Imperfect Correlation of Vortex-Induced Fluctuating Pressures and Vertical Forces on a Typical Flat Closed Box Deck, Advances In Structural Engineering, 2015, 18(10):1597-1618.
Gao Guangzhong, Zhu Ledong*, Nonlinearity of mechanical damping and stiffness of a spring-suspended sectional model system for wind tunnel tests, Journal of Sound and Vibration, 2015, 355:369-391.
Huang D. M., Zhu L. D., Chen W, Covariance proper transformation-based pseudo excitation algorithm and simplified SRSS method for the response of high-rise building subject to wind-induced multi-excitation, Engineering Structures, 2015, 100:425-441.
Huang D. M., Zhu L. D., Chen W, Ding Q. S., Vertical coherence functions of wind forces and influences on wind-induced responses of a high-rise building with section varying along heigh, Wind and Structures, 2015, 21(2):119-158.
Fuyou Xu, Ledong Zhu, Xiaomeng Ge, Zhe Zhang, Somenewinsightsintothe identification ofbridgedeck flutterderivatives, Engineering Structures, 2014, 75:418-428.
Wang, Bin, Xu You-Lin, Zhu Le-Dong, Li Yong-Le, Crosswind effects on high-sided road vehicles with and without movement, Wind and Structures, 2014, 18(2): 155-180.
Huang, D. M., Zhu, L. D., Chen, W., Power spectra of wind forces on a high-rise building with section varying along height, Wind and Structures, 2014,18(3):295-320.
Bin Wang, You-Lin Xu, Le-Dong Zhu and Yong-Le Li, Crosswind Effect Studies on Road Vehicle Passing by Bridge Tower Using Computational Fluid Dynamics, Engineering Applications of Computational Fluid Mechanics,2014, 8(3):330-344.
Zhu Le-Dong,Meng Xiao-Liang, Guo Zhen-Shan, Nonlinear Mathematical Model of Vortex-Induced Vertical Force on a Flat Closed-Box Bridge Deck, Journal of Wind Engineering and Industrial Aerodynamics, 2013, 122:69-82.
ZhaoLin, Lu Anping, Zhu Ledong, Cao Shuyang, Ge Yaojun, Radialpressurepro?leoftyphoon?eldneargroundsurfaceobservedbydistributedmeteorologicstations, Journal of Wind Engineering and Industrial Aerodynamics, 2013, 122:105-112.
Zhu Le-Dong, Xu You-Lin, GuoZhenshan, Chang Guang-Zhao, Tan Xiao, Yaw wind effect on flutter instability of four typical bridge decks, Wind and Structures, An international Journal, 2013, 17(3):317-343.
Wang Bin, Xu You-Lin, Zhu Le-Dong, Cao Shu-Yang, Li Yong-Le(2013), Determination of aerodynamic forces on stationary/moving vehicle-bridge deck system under crosswinds using computational fluid dynamics, Engineering Applications of Computational Fluid Mechanics, 2013, 7(3):355-368.
Zhu L.D.,Li L,XuY.L.,ZhuQ., Windtunnelinvestigationsofaerodynamiccoefficientsofroadvehiclesonbridgedeck, Journal of Fluids and Structures, 2012: 30, 35-50.
Zhu Le Dong, Zhao Lin, Ge Yao Jun and Cao Shu Yang, Validation of numerical typhoon model using both near-ground and aerial elevation wind measurements, Disaster advances, 2012, 5(1):14-23.
Xu Y.L., Zhang X.H., Zhan S., Hong X.J., Zhu L.D., Xia Y., Zhu S., Testbed for Structural Health Monitoring of Long-span Suspension Bridges, Journal of Bridge Engineering,2012, 17(6):896-905.
MengXiaoliang, Zhu Ledong, GuoZhenshan, Aerodynamic interference effects and mitigation measures on vortex-induced vibration of two adjacent cable-stayed bridges, Frontiers of Architecture and Civil Engineering in China, 2011, 5(4):510-517.
Ding Quanshun, Zhu Ledong; Xiang Haifan? An efficient ergodic simulation of multivariate stochastic processes with spectral representation?Probabilistic Engineering Mechanics, 2011, 26(2):350-356.
Ding Quanshun, Zhou ZhiYong, Zhu Ledong, and Xiang Haifan,Identification of flutter derivatives of bridge decks with free vibration technique, Journal of Wind Engineering and Industrial Aerodynamics, 2010,98(12):911-918.
Zhou Xuanyi, Huang Peng,Gu Ming, Zhu Ledong, Pan Hanming, Wind loads and wind-induced responses of Guangzhou New TV tower, Advances in Structural Engineering, 2010, 3(4):707-726.
Zhu L.D., Wang M., Wang D.L.,Guo Z.S., and Cao F.C., Flutter and buffeting performances of third nanjing bridge over yangtze river under yaw wind via aeroelastic model test, Journal of Wind Engineering and Industrial Aerodynamics, 2007, 95(9-11):1579-1606.
DingQuanshun, ZhuLedong and XiangHaifan, Simulation of stationary Gaussian stochastic wind velocity field,Wind And Structures, 2006, 9(3):231-243.
Zhu L.D., Xu Y.L., Buffeting response of long span cable-supported bridges under skew winds, Part I: Theory, Journal of Sound and Vibration, 2005, 81(3-5):647-673.
Xu Y.L., Zhu L.D., Buffeting response of long span cable-supported bridges under skew winds, Part II: Case study, Journal of Sound and Vibration, 2005, 81(3-5):675-697.
Liu G., Xu Y.L., Zhu L.D., Time domain buffeting analysis of long suspension bridges under skew winds, Wind and Structures, 2004, 7(6):421-447.
Xu Y.L., Zhu L.D., and Xiang H.F.,Buffeting response of long suspension bridges to skew winds, Wind and Structures, 2003, 6(3):179-196.
Zhu L.D., Xu Y.L., Zhang F., and Xiang, H.F., Measurement of aerodynamic coefficients of tower components of tsingma bridge under yaw winds, Wind and Structures, 2003, 6(1):53-70.
Zhu, L.D., Xu, Y.L., Zhang, F., and Xiang, H.F., Tsing Ma Bridge deck under skew winds ? Part I: Aerodynamic Coefficients,Journal of Wind Engineering and Industrial Aerodynamics,? 2002,l90(7):781-805.
Zhu L.D., Xu Y.L., and Xiang H.F., Tsing Ma Bridge deck under skew winds ——Part II: Flutter Derivatives, Journal of Wind Engineering and Industrial Aerodynamics, 2002, l90(7):807-837.
Xu Y.L., Zhu L.D., Wong K.Y., and Chan K.W.Y., Field measurement results of Tsing Ma suspension bridge during Typhoon Victor, Structural Engineering and Mechanics- an International Journal, 2000, 10(6):545-559.
Zhu L.D., Xiang H.F., Xu Y.L., Triple-girder model for modal analysis of cable-stayed bridges with warping effect, Engineering Structures, 2000, 22:1313-1323.
朱乐东*,高广中,双边肋桥梁断面软颤振非线性自激力模型,振动与冲击,2016, 35(21):29-35.
朱乐东*,高广中,典型桥梁断面软颤振现象及影响因素,同济大学学报(自然科学版),2015, 43(9):1289-1294+1382.
檀忠旭,朱乐东*,徐自然,陈伟,基于测力和测压试验的气动导纳识别结果比较,实验流体力学,2015, 29(3):35-40.
严磊,朱乐东*,格栅湍流场风参数沿风洞轴向变化规律,实验流体力学,2015, 29(1):49-54.
周奇,朱乐东,赵传亮,开槽断面斜拉桥的随机抖振数值分析,土木工程学,2014, 47(8):98-106.
徐自然,周奇,朱乐东*,考虑模型抖振力跨向不完全相关性效应的气动导纳识别,实验流体力学,2104, 28(5):39-46.
周奇,朱乐东*,任鹏杰,刘文江,气动干扰对平行双幅断面气动导纳影响研究,振动与冲击,2014, 33(14):125-131.
张宏杰,朱乐东,胡晓红,超千米级斜拉桥抗风稳定性风洞试验,中国公路学报,2014, 27(4):62-68.
张宏杰,朱乐东,附加风攻角对1400m斜拉桥颤振分析结果的影响,振动与冲击,2013, 32(17):95-99.
周奇,朱乐东,平行双幅斜拉桥涡振特性气弹模型试验研究, 振动工程学报,2013, 26(4):522-530.
丁泉顺,王景,朱乐东, 桥梁断面颤振导数识别的耦合自由振动方法,振动与冲击,2012, 31(24):5-8+25.
丁泉顺,朱乐东*,基于气弹模型试验的高耸结构随机风振等效静力风荷载,振动与冲击,2012, 31(24):34-37+59.
黄东梅,朱乐东,陈伟,周边建筑干扰下超高层建筑的风荷载幅值特征,土木工程学报,2012, 45(9):2-10.
朱乐东,张海,张宏杰,多孔扰流板对半封闭窄箱梁涡振的减振效果,实验流体力学,2012, 26(3):50-55.
黄东梅,朱乐东*,丁泉顺,陈伟,超高层建筑等效静力风荷载的反演法,工程力学,2012, 29(1):99-105.
朱乐东,张宏杰,张海,钢桥塔涡振气动控制措施研究,振动工程学报, 2011, 24(6):585-589.
张宏杰,朱乐东,箱形主梁悬臂水平分离板的颤振控制效果与机理研究, 同济大学学报(自然科学版), 2011, 39(11):1569-1574.
朱乐东,任鹏杰,陈伟,周成,王继全, 坝陵河大桥桥位深切斜谷风剖面实测研究, 实验流体力学? 2011, 25(4):15-21.
朱乐东,朱青,郭震山, 风致静力扭角对桥梁颤振性能影响的节段模型试验研究, 振动与冲击, 2011, 30(5):23-26+31.
朱乐东,张宏杰,胡晓红, 1400m跨径钢箱梁斜拉桥方案颤振控制气动措施试验研究, 桥梁建设, 2011 (02):9-12.
周涛,朱乐东,郭震山,经验非线性涡激力模型参数识别,振动与冲击, 2011, 30(3):115-118+114.
刘高,朱乐东,项海帆,大跨悬索桥抖振内力响应分析,计算力学学报, 2010, 27(5):809-814.
黄东梅,朱乐东?超高层建筑层风力空间相干函数研究——分析归纳法,土木工程学报, 2010, 43(09): 32-39.
朱乐东,周奇,郭震山,孟晓亮, 箱形双幅桥气动干扰效应对颤振和涡振的影响,同济大学学报(自然科学版), 2010, 38(5):632-638.
黄东梅,朱乐东,丁泉顺, 大气边界层竖向相干函数实验研究,实验流体力学, 2009, 23(4):34-40.
周奇,朱乐东,郭震山,斜风下典型桥塔抖振性能的比较,东南大学学报(自然科学版), 2009, 39(Sup 2):126-131.
黄东梅,朱乐东,陈伟,复杂体型超高层建筑层风力功率谱函数研究,土木工程学报, 2009, 42(11):1-11.
黄东梅,朱乐东,丁泉顺,陈伟,超高层建筑基于双模态转换的风荷载主模态识别,工程力学, 2009,?26(9): 117-125.
黄东梅,朱乐东, 超高层建筑层风力空间相关性数学模型—综合分析法,土木工程学报, 2009, 24(8):26-36.
朱乐东,赵传亮,丁泉顺, 扁平箱主梁断面抖振力频谱特性以及桥跨方向相关性研究, 结构工程师, 2009, 25(4):96-101.
黄东梅,朱乐东,丁泉顺, 邻近建筑对超高层建筑风振响应的干扰效应, 同济大学学报(自然科学版), 2009, 37(3):291-297.
赵林,朱乐东,葛耀君,上海地区台风风特性Monte-Carlo随机模拟研究,空气动力学学报, 2009, 27(1):25-31.
黄东梅,朱乐东,丁泉顺,高层建筑气弹模型模态参数识别,振动工程学报, 2008, 21(3):291-297.
文水兵,朱乐东,丁泉顺,扁平双边肋主梁桥梁断面抖振力和气动导纳频谱特性研究,结构工程师, 2008, 24(3):96-101.
谭潇,朱乐东,郭震山,刘高,中央稳定板对大跨度开槽桁架梁悬索桥颤振稳定性的影响,结构工程师, 2008, 24(2):66-71.
丁泉顺,朱乐东,桥梁主梁断面气动耦合颤振分析与颤振机理研究,土木工程学报,2007, 40(3):69-71+91.
朱乐东,王淼,郭震山,丁泉顺,斜风作用下大跨度斜拉桥双悬臂状态抖振性能,工程力学, 2006, 23(4):86-92.
朱乐东,常光照,斜风下扁平箱形桥梁截面颤振性能实验研究, 桥梁建设, 2006 (2):7-10.
朱乐东,李超,郭震山,环境随机振动频域法全桥气弹模型模态识别,结构工程师, 2005, 21(6):38-42.
朱乐东,桥梁涡激共振试验节断模型质量系统模拟与振幅修正方法, 工程力学, 2005, 22(5):204-208+176.
朱乐东,曹映泓,丁泉顺,徐建英,斜风作用下大跨度斜拉桥裸塔抖振性能, 同济大学学报-自然科学版, 2005, 33(7):880-884.
庞加斌,朱乐东,陈伟,大面积屋顶上下表面脉动风压的相关性分析,同济大学学报-自然科学版, 2001, 29(5):626-630.
朱乐东,张志诚,张之勇,朱宏平, 香港汲水门大桥的模态识别,振动工程学报, 1999, 12(4):505-512.
朱乐东,项海帆,悬索桥施工阶段全过程动力特性分析, 土木工程学报, 1999, 32(3):11-16.
哈鸿,朱乐东, 桥塔型式对斜拉桥动力性能的影响, 同济大学学报-自然科学版, 1999, 27(2):216-219.
朱乐东, 桥梁固有模态的识别, 同济大学学报, 1999, 27(2):179-183.
朱乐东,项海帆, 桥梁颤振节段模型质量系统模拟, 结构工程师, 1995, 11(4):39-45+38.