| |
学位论文:
| |
由于网站容量限制,暂只给出学位论文的摘要而未给出全文,如果确实有需要论文全文的朋友,请与我们联系,经我们了解后,会尽力给予帮助。
|
|
|
硕士论文: |
| |
时 间 |
题 目 |
作 者 |
导 师 |
1996.1 |
大跨度桥梁抖振疲劳分析方法的研究 |
陈礼忠 |
顾 明 |
1997.1 |
桥梁抖振背景响应分析及用MTMD控制斜拉桥抖振的研究 |
陈甦人 |
顾 明 |
1997.12 |
大气边界层风场模拟及高层建筑脉动风压系数的研究 |
黄 鹏 |
顾 明 |
1998.12 |
用高频测力天平技术研究高层建筑的气动荷载与风效应 |
王凤元 |
顾 明 |
1999.1 |
超高层建筑气动弹性模型风洞试验研究 |
全 涌 |
顾 明 |
2000.3 |
高层建筑顺风向风荷载及响应研究 |
叶 丰 |
顾 明 |
2000.3 |
斜拉桥拉索风雨激振的机理研究 |
彭天波 |
顾 明 |
2000.3 |
斜拉桥拉索振动控制 |
吴海勇 |
顾 明 |
2001.1 |
地震波在非饱和土及准饱和土中的传播 |
陈 军 |
薛松涛 |
2001.1 |
大跨度拱形平面结构竖向 TMD 制振研究及实验分析 |
秦 岭 |
薛松涛 |
2001.7 |
斜拉桥拉索风雨激振的理论研究 |
吕 强 |
顾 明 |
2002.1 |
横观各向同性层状场地中单桩对入射 SH 波的响应分析 |
周 锋 |
薛松涛 |
2002.2 |
紊流风场中桥梁气动参数识别的理论和试验研究 |
陈 航 |
顾 明 |
2002.5 |
斜拉桥拉索风雨激振的稳定性研究 |
黄 麟 |
顾 明 |
2003.1 |
横观各向同性层状场地中单桩对入射 P-SV 波的动力响应分析 |
谢丽宇 |
薛松涛 |
2003.1 |
结构损伤识别的分析研究 |
钱宇音 |
薛松涛 |
2003.1 |
无约束结构的冲击瞬态响应和应力波传播 |
郑海涛 |
陈 镕 |
2003.1 |
工程项目系统设计阶段的系统价值研究 |
洪少枝 |
薛松涛 |
2004.1 |
对准饱和土中体波及瑞利波传播特性的分析研究 |
陈诗慧 |
薛松涛 |
2004.1 |
Timoshenko 梁运动方程的修正及其在结构冲击响应中的应用 |
万春风 |
陈 镕 |
2004.2 |
紊流场中桥梁结构气动导数识别的理论及试验研究 |
许树壮 |
顾 明 |
2004.2 |
高层建筑顺风向静力等效风荷载实用计算方法研究 |
张红星 |
顾 明 |
2004.3 |
基于标准模型的风洞试验研究 |
罗 攀 |
顾 明 |
2005.4 |
集装箱起重机风荷载及风振研究 |
王勇军 |
顾 明 |
2005.4 |
斜拉桥拉索风雨激振研究 |
潘 方 |
顾 明 |
时 间 |
题 目 |
作 者 |
导 师 |
1998.1 |
桥梁结构气动参数识别的理论和试验研究 |
张若雪 |
顾 明 |
1998.7 |
高层建筑静力等效风荷载和响应的理论与试验研究 |
周 印 |
顾 明 |
1999.3 |
高层建筑风振主动控制的控制策略及设计方法研究 |
王晓勇 |
顾 明 |
1999.12 |
斜拉桥拉索风致振动的研究 |
刘慈军 |
顾 明 |
2000.3 |
高层建筑风振响应的前馈自适应控制 |
彭福军 |
顾 明 |
2000.4 |
建筑群中建筑物间的相互气动干扰的数值研究 |
陈素琴 |
顾 明 |
2000.9 |
考虑不确定性及多模态气动耦合的桥梁风致振动控制系统的研究 |
陈甦人 |
顾 明 |
2001.5 |
高层建筑风致干扰效应研究 |
黄 鹏 |
顾 明 |
2001.7 |
建筑结构健康监测若干基础问题的试验研究及分析 |
谢 强 |
薛松涛 |
2002.1 |
结构损伤识别与信号处理 |
唐和生 |
薛松涛 |
2002.3 |
超高层建筑横风向风荷载及响应研究 |
全 涌 |
顾 明 |
2003.1 |
高层高耸结构考虑风 - 结构 - 土耦合作用时的风振研究 |
范存新 |
薛松涛 |
2003.9 |
典型群体超高层建筑风致干扰效应研究 |
谢壮宁 |
顾 明 |
2003.12 |
大型体育场主看台挑蓬的风荷载特性与风致响应研究 |
朱川海 |
顾 明 |
2003.12 |
斜拉桥拉索风雨激振研究 |
杜晓庆 |
顾 明 |
2004.1 |
大跨度屋盖结构风荷载及风致响应研究 |
周晅毅 |
顾 明 |
2004.3 |
高层建筑顺、横风向和扭转方向风致响应及静力等效风荷载研究 |
叶 丰 |
顾 明 |
2005.4 |
高层建筑风振作用和地震作用比较研究 |
洪小健 |
顾 明 |
| |
1. Y. Zhou, M.Gu & H.F. Xiang, Alongwind static equivalent wind loads and responses of tall buildings. Part II: Effects of mode shapes,
J. Wind Engineering & Industrial Aerodynamics Vol. 79, 1999, pp. 151-158
|
|
|
2.M. Gu and F.J.Peng,An experimental study of active control of wind-induced vibration of super-tall buildings , Journal of Wind Engineering and Industrial Aerodynamics, 90(12-15), 2002, 1919-1931
|
|
3. M. Gu, R. X. Zhang and H. F. Xiang, Identification of flutter derivatives of bridge decks, J. Wind Eng. & Indust. Aerodyn., 2000(84), 151-162 |
|
4. M. Gu , S.R. Chen and C.C. Chang,Background Component of Buffeting Response of Cable-stayed Bridges, Journal of Wind Engineering and Industrial Aerodynamics, 90(12-15), 2002, 2045-2055
|
|
5. M.GU, C.C.Chang, W. Wu and H.F.Xiang, Increase of flutter critical wind speed using tuned mass dampers, J. of Wind Engineering and Industrial Aerodynamics, Vol. 73 , 1998, pp.111-123
|
|
6. M. Gu, S. R. Chen and C.C.Chang, Parametric study on multiple tuned mass dampers for buffeting control of Yangpu Bridge, J. Wind Engineering & Industrial Aerodynamics, 89(2001), 987-1000
|
|
7. M. Gu, Y. L. Xu, L. Z. Chen and H. F. Xiang, Fatigue Life Estimation of Steel Girder of Yangpu Cable-Stayed Bridge due to Buffeting, J. of Wind Engineering and Industrial Aerodynamics, 80, 1999, pp. 383-400
|
|
8. C. C. Chang & M. Gu , Suppression of vortex-excited vibration of tall buildings uisng tuned liquid dampers, Journal of Wind Engineering and Industrial Aerodynamics, 83(1999)225-237
|
|
9. Fujun Peng , Gu Ming , H.-J. Niemann, Sinusoidal reference strategy for adaptive feedforward vibration control: numerical simulation and experimental study, Journal of Sound and Vibration, 265(5), 2003:1047-1061
|
|
10. C C Chang, M GU and K H Tang, Tuned mass dampers fro dual-mode buffeting control of bridges, J. Bridge Engineering, ASCE, 8(4), 2003: 237-240
|
|
11. M. Gu and F.J . Peng , Experimental investigation on SRS-based adaptive feedforward control of wind-induced vibration of super-tall buildings , J. of Wind Eenineering, 89(2001): 437-440 |
|
12. Y Zhou, A. Kreeam and M. Gu, Mode shape corrections for wind load effects, J. Engineering Mechanics, ASCE, 128(1), 2002,15-23
|
|
13. Zhou, Y., Kareem, A., and Gu M. Equivalent static buffeting wind loads on structures. Journal of Structural Engineering, ASCE, Vol. 126, No.8, PP. 989-992, 2000 |
| 14. M. Gu, H.F.Xiang, Flutter- and buffeting-based selection for long-span bridges, J. of Wind Engineering and Industrial Aerodynamics, 80, 1999, pp. 372-382 |
| 15. Ming Gu, Ruoxue Zhang and Haifan Xiang , Parametric study on flutter derivatives of bridge decks, Eng. Structures,23 (2001), 1607-1613 |
| 16. M. Gu, S. R. Chen and C. C. Chang, Control of wind induced vibration of long-span bridges by semi-active lever-type TMD, Journal of Wind Engineering & Industrial Aerodynamics 90(2), 2002:111-126 |
| 17. Y. Zhou, M.Gu & H.F. Xiang, Along-wind static equivalent wind loads, I: unfavarable distributions of wind loads on tall buildings, J. Wind Engineering & Industrial Aerodynamics, Vol.79, 1999, pp. 135-150 |
| 18. ZHU,L.D., XIANG H.F., XU Y. L., Triple-Girder Model for Modal Analysis of Cable-Stayed Bridges with Warping Effect, Engineering Structures , 22(2000) 1313-1323
|
| 19. 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 , Vol90, No7., July 2002, p807-837. |
| 20. 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, Vol90, No7, July 2002, p781-805. |
| 21.S.G.Liang,Q.S.Li,S.C.Liu,L.L.Zhang and M.Gu,Torsional Dynamic Wind Load on rectangular tall Buildings, Engineering Structures,26(1), 2004,129-137. |
| 22. S. R. Chen, C. S. Cai, C. C. Chang and M. Gu (2004). "Modal Coupling Assessment and Approximated Prediction of Coupled Multimode Wind Vibration of Long-span Bridges", Journal of Wind Engineering and Industrial Aerodynamics, 92 (5), 393-412. |
| 23. Fujun Peng, Gu Ming, H.-J. Niemann, Study on Sinusoidal Reference Strategy-based Adaptive Feedforward Control Applied to Benchmark Wind-Excited Building, ASCE Journal of Engineering Mechanics, 130(4), 2004: 518-523. |
| 24. Xian-rong QIN and Ming GU,Determination Of Flutter Derivatives By Covariance-Driven Stochastic Subspace Identification Technique, Wind and Structures,7(3),2004:173-186. |
| 25. Z. N. Xie, M. Gu, Mean Interference effects among Tall Buildings,Engineering Structures, 26, 2004:1173-1183. |
| 26. Ming Gu and Xiaoqin Du, Testing investigation for rain-wind induced vibration and its control of cables of cable-stayed bridges, Journal of Wind Engineering and Industrial Aerodynamics,93(1),2005:79-95. |
| 27. M. Gu and Y. Quan,Across-wind aerodynamic force and aerodynamic damping of typical tall buildings,Journal of Wind Engineering and Industrial Aerodynamics,92(13),2004:1147-1165. |
| 28. M. Gu and X. R. Qin, Direct Identification of Flutter Derivatives and Aerodynamic Admittance of Bridge Decks, Engineering Structures ,26(14),2004,2161-2172. |
| 29. M. Gu and X. Q. Du, Experimental investigation of rain-wind-induced vibration of cables in cable-stayed bridges and its mitigation ,Journal of Wind Engineering and Industrial Aerodynamics,93(1),2004,79-95. |
| 30. P. Huang and M. Gu, Experimental study on wind-induced dynamic interference effects between two tall buildings , Wind & Structures ,18(3),2005,147-162. |
| 31. Z. N. Xie and M. Gu, A correlation-based analysis on wind-induced interference effects between two tall buildings ,Wind & Structures ,18(3),2005,163-178. |
| 32. Y. Quan and M. Gu, Experimental Evaluation of Aerodynamic Damping of Square Super High-rise Buildings, Wind & Structures ,18(5),2005,309-324. |
| |
|
|