论 文 列 表
1 |
M. Gu, H. F. Xiang (1992), Optimization of TMD for suppressing buffeting responses of long-span bridges, J. of Wind Eng. & Indust. Aerodyn., 42, 1383—1392 |
2 |
M.Gu, H.F.Xiang & A.R.Chen (1994), A practical method of TMD for suppressing wind-induced vertical buffeting of long-span cable-stayed bridges and its application, J. of Wind Eng. & Indust. Aerodyn.Vol.51, 203--213 |
3 |
W. Chen, M.Gu(通讯作者)& H.F.Xiang (1995), Study on buffeting response spectrum for long- span bridges, J. of Wind Eng.& Indust. Aerodyn.Vol. 54, 83--89 |
4 |
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, 111-123 |
5 |
Y. Zhou, M.Gu(通讯作者)& 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 |
6 |
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 |
7 |
Y. Zhou, M.Gu(通讯作者)& H.F. Xiang, Along-wind static equivalent wind loads, II: Effects of mode shapes,J. Wind Engineering & Industrial Aerodynamics Vol. 79, 1999, pp. 151-158 |
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 |
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 |
10 |
S.Q.Chen,M. Gu,Z.P.Huang,Computation of vortex shedding flow past 2D Square Cylinder using an Improved MAC,J. of Basic Science and Engineering,Vol.2,1999,126-131 |
11 |
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 |
12 |
Zhou, Y., Kareem, A., and Gu M., Equivalent static buffeting wind loads on structures. Journal of Structural Engineering, ASCE, Vol. 126, No.8, 2000,PP. 989-992 |
13 |
S.Q.Chen, M. Gu, Z.P.Huang, Unmerical somputation of the flow around two square cylinders arranged side-by-side,Applied Mathematics and Mechanics,Vol.21, No.2, 2000, 147-164 |
14 |
Ming Gu, Ruoxue Zhang and Haifan Xiang,Parametric study on flutter derivatives of bridge decks, Eng. Structures, 23 (2001), 1607-1613 |
15 |
M. Gu, H. F. Xiang, J. Z. Song, et al, Flutter and buffeting responses of the Shantou Bay Bridge, Wind and StructuresVol. 4, No.6, 2001, 505-518(封面论文) |
16 |
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 |
17 |
M. Gu and Q. Lu,Theoretical analysis of wind-rain induced vibration of cables of cable-stayed bridges,J. of Wind Engineering, 89(2001): 125-128 |
18 |
M. Gu and F. Ye,Along-wind equivalent wind loads and responses on tall buildings,J. of Wind Engineering,89(2001): 609-612 |
19 |
Y Zhou, A. Kreeam and M. Gu, Mode shape corrections for wind load effects,J. Engineering Mechanics, ASCE,128(1), 2002,15-23 |
20 |
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 |
21 |
M. Gu, C. J. Liu, Y. L. Xu and H. F. Xiang, Response characteristics of wind excited cables with artificial rivulet, Applied Math. and Mech.23(10), 2002, 1176-1187 |
22 |
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 |
23 |
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, 2002, 90(12-15), 2045-2055 |
24 |
S. G. Liang, S. Liu, L. Zhang and M. Gu, Mathematical model of acrosswind dynamic loads on rectangular tall buildings,J. of Wind Engineering and Industrial Aerodynamics, 2002, 90(12-15), 1757-1770 |
25 |
Zhou, Y., Kareem, A., and Gu, M., Closure to “Equivalent Static Buffeting Loads on Structures,” Journal of Structural Engineering, ASCE,Vol. 128, No. 3, 2002, pp. 411-412 |
26 |
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 |
27 |
C C Chang, M GU and K H Tang, Tuned mass dampers for dual-mode buffeting control of bridges, J. Bridge Engineering, ASCE, 8(4), 2003: 237-240 |
28 |
S.R.Chen, C. S Cai. M. Gu and C.C.Chang, Optimal variables of TMDs for multi-mode buffeting control of long-span bridges, Wind & Structures, 6(5), 2003 |
29 |
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 |
30 |
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 |
31 |
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 |
32 |
Xian-rong QIN and Ming GU(通讯作者),Determination Of Flutter Derivatives By Covariance-Driven Stochastic Subspace Identification Technique, Wind and Structures,7(3), 2004:173-186 |
33 |
Z. N. Xie, M. Gu(通讯作者), Mean Interference effects among Tall Buildings,Engineering Structures, 26, 2004:1173-1183 |
34 |
M. Gu and Y. Quan, Across-wind loads of typical tall buildings, Journal of Wind Engineering and Industrial Aerodynamics,92(13),2004:1147-1165 |
35 |
M. Gu and X. R. Qin, Direct Identification of Flutter Derivatives and Aerodynamic Admittance of Bridge Decks,Eng. Structures,26(14), 2004: 2161-2172 |
36 |
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 该论文2010年位列Journal of Wind Engineering & Industrial Aerodynamics 5年内论文"Top 10 Cited" 第一名 |
37 |
Peng Huang,Ming Gu(通讯作者), Experimental study of wind-induced dynamic interference effects between two tall buildings, Wind and Structures,2005, 8(3), 2005:147-162 |
38 |
Z. N. Xie, M. Gu(通讯作者), A correlation-based analysis on wind-induced interference effects between two tall buildings, Wind and Structures,2005, 8(3), 2005,163-178 |
39 |
QUAN Yong, GU Ming, TAMURA Yukio, Experimental Evaluation of Aerodynamic Damping of Square Super High-rise Buildings, Wind & Structures, 8(5), 2005, 309-324 |
40 |
M. Gu and Z. N. Xie, Along-wind dynamic interference effects of tall buildings,Advances in Structural Eng. ——An International Journal, 8(6),2005:623-636 |
41 |
Hong Xiao-jian, GU Ming(通讯作者), Probability Model and Solution on Earthquake Loading Combination in Along Wind Resistance Design of Tall-Flexible Buildings,Applied Mathematics and Mechanics, 27(5), 2006:627-636 |
42 |
Q.S. Li, J.Y. Fu, Y.Q. Xiao, Z.N. Li, Z.H. Ni, Z.N. Xie and M. Gu, Wind tunnel and full-scale study of wind effects on China’s tallest building,Engineering Structures, 28(12)2006:1745-1758 |
43 |
Z.N. Xie & M. Gu(通讯作者),Simplified evaluation of wind-induced interference effects among three tall buildings,Journal of Wind Engineering and Industrial Aerodynamics,95(1), 2007:31-52 该论文2011年进入Journal of Wind Engineering & Industrial Aerodynamics 5年内论文"Top 25 Cited" |
44 |
M.Gu, Control of wind induced vibration of long span bridgesUFFE and tall buildings (invited), Frontiers of Architecture and Civil Engineering in China,1(1), 2007:51-62 |
45 |
F.J.Peng, M.Gu, H.Niemann, Simulation study of SRS-based adaptive feedforward vibration control,Wind & Structures,10(2), 2007: 209-214 |
46 |
Z. Zhu, M. Gu(通讯作者), and Z.Q. Chen Wind Tunnel and CFD Study of Identification of Flutter Derivatives of a Long-Span Self-Anchored, Computer-Aided Civil and Infrastructure Engineering,22 (2007) 541–554 |
47 |
J. Y. Fu, Q. S. Li, J. R. Wu, Z. H. Ni, Z. N. Xie, M. Gu,Spectral characteristics and correlation of dynamic wind forces on a super-tall building,The Structural Design of Tall and Special Buildings, 17, 2008: 471–489 |
48 |
M. Gu and L. Huang Theoretical and experimental studies on aerodynamic instability of 2-dimensional circular cylinder with moving attachment, Journal of Fluids and Structures,24 (2008) 200–211 |
49 |
Aishe Zhang, Ming Gu(通讯作者), Wind tunnel tests and numerical simulations of wind pressures on buildings in staggered arrangement, Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96: 2067-2079 |
50 |
Wei Yang, Yong Quan, Xinyang Jin, Yukio Tamura and Ming Gu(通讯作者), On the influences of equilibrium atmosphere boundary layer and turbulence parameters in CWE,Journal of Wind Engineering and Industrial Aerodynamics,2008,96:2080-2092 该论文2011年进入Journal of Wind Engineering & Industrial Aerodynamics 5年内论文"Top 25 Cited" |
51 |
Ming GU and Shuzhuang XU, Effect of rain on flutter derivatives of bridge decks,decks,Wind & Structures,2008, 11(3):209-220 |
52 |
M. Gu, X.Q. Du and S. Y. Li, Experimental and Theoretical simulations on wind-rain induced vibration of 3-D rigid stay cables, J. Sound & Vibration,320(2009)184-200 |
53 |
Wei Yang, Ming Gu(通讯作者), Suqin Chen and Xinyang Jin, New inflow boundary conditions for modeling equilibrium atmosphere boundary layer in CWE, Journal of Wind Engineering and Industrial Aerodynamics, 97(2)2009: 88-95 该论文2011年进入Journal of Wind Engineering & Industrial Aerodynamics 5年内论文"Top 25 Cited" |
54 |
Zhi-wen ZHU, Zheng-qing CHEN, Ming GU(通讯作者),CFD based simulations of flutter features of ideal thin plates with and without central slot, Wind & Structures, 12(1)2009:1-20 |
55 |
Ming Gu,On wind-rain induced vibration of cables of cable-stayed bridges based on quasi-steady assumption,Journal of Wind Engineering and Industrial Aerodynamics,97(7-8)2009: 381-391 |
56 |
Z. N. XIE, M. GU(通讯作者),Across-wind dynamic response of high-rise building under wind action with interference effects from one and two tall buildings,The Structural Design of Tall and Special Buildings, 18(2009):37-57 |
57 |
M. Gu, X.Q. Du and S. Y. Li, Experimental and Theoretical simulations on wind-rain induced vibration of 3-D rigid stay cables, J. Sound & Vibration,2009,320: 184-200 |
58 |
Zhi-wen ZHU, Zheng-qing CHEN, Ming GU(通讯作者),CFD based simulations of flutter features of ideal thin plates with and without central slot, Wind & Structures,2009, 12(1):1-20 |
59 |
Ming Gu,On wind-rain induced vibration of cables of cable-stayed bridges based on quasi-steady assumption,Journal of Wind Engineering and Industrial Aerodynamics 97 (2009), pp. 381-391 |
60 |
Ming Gu, Xuan-yi Zhou,An approximation method for resonance response with coupling modes of large-span roofs under wind action, Journal of Wind Engineering and Industrial Aerodynamics,97(11-12),2009: 573-580 |
61 |
Li, HN Yi, TH,Gu, M Huo, LS , Evaluation of earthquake-induced structural damages by wavelet transform,Progress in Natural Science,19(4),2009: 461-470 |
62 |
Ting-Hua Yi,Hong-Nan Li and Ming Gu,Full-scale measurements of dynamic response of a suspension bridge subjected to environmental loads using GPS technology,Science in China Series E:Technological Sciences, 2010, 53(2): 469-479(SCI) |
63 |
Liang Hu, Li Li, Ming Gu(通讯作者),Error Assessment for Spectral Representation Method in Wind Velocity Field Simulation, Journal of Engineering Mechanics, ASCE,136(9),2010:1090-1104 |
64 |
S.Y.Ren, M.Gu(通讯作者),Static Configurations of Cables in Cable Stayed Bridges,Structural Engineering and Mechanics,34(4),2010:545-548 |
65 |
Xuanyi Zhou, Peng Huang, Ming Gu(通讯作者), Ledong Zhu and Hanming Pan ,Wind loads and wind-induced responses of Guangzhou New TV Tower Advances in Structural Engineering---An International Journal.13(4)2010: 707-726 |
66 |
YI TingHua, LI HongNan & GU Ming. Recent research and applications of GPS based technology for bridge health monitoring, SCIENCE CHINA Technological Sciences2010 Vol.53 No.10: 2597–2610 |
67 |
M. Gu, Wind-resistant studies on tall buildings and structures,SCIENCE CHINA Technological Sciences , 2010 Vol.53 No.10: 2630–2646 |
68 |
Ming GU, Peng HUANG, Lin TAO, Xuanyi ZHOU, Zhong FAN,Experimental study on wind loading on complicated group-tower,J. Fluids and Structures,2010 (26): 1142–1154 |
69 |
Xuanyi Zhou and Ming GU(通讯作者),A New Approximation Method for dynamics responses and Equivalent Static Wind Loads of Large-span Roof Structures,International Journal of Structural Stability and Dynamics,2010, 10(5): 1141-1165 |
70 |
Xuanyi Zhou, Ming Gu(通讯作者), Fusheng Mi, Peng Huang Wind Loads and Responses of Two Neighboring Dry Coal Sheds, Advances in Structural Engineering---An International Journal, 2011, 14(2): 207-221 |
71 |
YI Ting-Hua, LI Hong-Nan & GU Ming,A new method for optimal selection of sensor location on a high-rise building using simplified finite element model,Structural Engineering and Mechanics, An international Journal,2011, 37(6): 671-684(封面论文) |
72 |
Ting Hua Yi, Hong Nan Li, Ming Gu,Determination and Comparison of Optimal Placement Scheme for Dalian Internatioanl Trade Mansion,Advanced Materials Research, 2011(243 - 249) [Volume Advances in Civil Engineering and Architecture] 5219-5222 |
73 |
Ting-Hua YI, Hong-Nan LI, Ming GU, Optimal sensor placement for health monitoring of high-rise structure based on genetic algorithm," Mathematical Problems in Engineering, 2011, Article ID 395101, Doi:10.1155/2011/395101 |
74 |
Ting-Hua YI, Hong-Nan LI, Ming GU, Characterization and extraction of global positioning system (GPS) multipath signals using improved particle-filtering algorithm,Measurement Science and Technology, 2011, (22) 075101,doi:10.1088/0957-0233/22/7/075101 |
75 |
M. Gu, Z.N.Xie, Interference Effects of Tall Buildings under Wind Action,Acta Mechanica Sinica,27(5), 2011: 687-696) |
76 |
GU Ming,QUAN Yong,Across-wind loads and effects of super-tall buildings and structures,SCIENCE CHINA Technological Sciences,2011 Vol. 54 (10): 2531-2541 |
77 |
Ting-Hua YI, Hong-Nan LI, Ming GU, Optimal sensor placement for structural health monitoring based on multiple optimization strategies,The Structural Design of Tall and Special Buildings,2011, 20(7):881-900 该论文2013年进入The Structural Design of Tall and Special Buildings 5年内论文"Top 20 Cited";入选“most cited articles contributing to the 2012 Impact Factor” 排名第一。 |
78 |
T. H. YI, H.N. LI, M. GU, Effect of different construction materials on propagation of GPS monitoring signals,Measurement:Journal of the International Measurement Confederation, 2012,45 (5) :1126–1139 |
79 |
T. H. YI, H. N. LI, M. GU, Recent researches and applications of GPS-based monitoring technology for high-rise structures,Structural Control and Health Monitoring, DOI: 10.1002/stc.1501 |
80 |
X.Y. Zhou, M. Gu(通讯作者), Gang Li, Grouping Response Method for Equivalent Static Wind Loads based on Modified LRC Method, Earthquake Engineering and Engineering Vibration, 11(1), 2012: 107-119 |
81 |
YI T. H., LI H. N. & GU M., Sensor placement for structural health monitoring of Ganton Tower,Smart Structures and Systems,10(4-5), 2012:313-329 |
82 |
Xianfeng Yu, Yong Quan, Ming Gu(通讯作者), Responses of wind-induced internal pressure in a two-compartment building with a dominant opening and background porosity. Part 1: Theoretical formulation and experimental verification”,Journal of Central South University of Technology, 2012,19(10): 2940-2948 |
83 |
Yong Quan, Xianfeng Yu, Ming Gu(通讯作者), Responses of wind-induced internal pressure in a two-compartment building with a dominant opening and background porosity. Part 2: Parameter analysis and fitting of magnification factors of fluctuating internal pressure,Journal of Central South University of Technology2012,19(11): 3225-3235 |
84 |
Y. Yang, Z.N.Xie, Tim K,T,Tse, X.Y.Jin & M.Gu, Verification of a tree canopy model and an example of its application in wind environment optimization, Wind & Structures, 15(5), 2012: 409-421 |
85 |
M. Gu, Some important aspects of wind-resistant studies on long-span bridges, SCIENCE CHINA Technological Sciences, 55(12),2012: 3334-3343 DOI: 10.1007/s11431-012-5011-6 |
86 |
T. H. Yi, H. N. Li, M. Gu. Experimental assessment of high-rate GPS receivers for deformation monitoring of bridge [J]. Measurement, http://dx.doi.org/10.1016/j.measurement.2012.07.018. |
87 |
Peng Huang, Xu Wang, Ming Gu(通讯作者), Field experiments for wind loads on a low-rise building with adjustable pitch International Journal of Distributed Sensor Networks,Volume 2012 (2012), Article ID 451879, 10 pages doi:10.1155/2012/451879 |
88 |
Y. An, Y. Quan, M. Gu(通讯作者), Field measurement of wind characteristics of Typhoon Muifa on the Shanghai World Financial Center,International Journal of Distributed Sensor NetworksVolume 2012 (2012), Article ID 893739, 11 pagesdoi:10.1155/2012/893739 |
89 |
De-qian Zheng, Ai-she Zhang, Ming Gu(通讯作者), Improvement of inflow boundary condition in LES of flow around a tall building, Engineering Applications of Computational Fluid Mechanics,6(4),2012:646-660 |
90 |
Yong Quan, Ming Gu(通讯作者), Across-wind Equivalent Static Wind Loads and Responses of High-rise Buildings with Rectangular Sections,Advances in Structural Engineering,15(12), 2012: 2153-2163 |
91 |
ZHOU Xuanyi ZHANG Yunqing, GU Ming(通讯作者), Simulation Method of Slide Snow Load on Roofs and its application in Some Representative Regions of China, Natural hazards,2013,Doi 10.1007/s 11609-013-0563-8 |
92 |
Ting-Hua YI, Hong-Nan LI, Ming GU. Experimental assessment of high-rate GPS receivers for deformation monitoring of bridge. Measurement: Journal of the International Measurement Confederation, 2013, 46(1): 420-432. |
93 |
Ting-Hua YI, Hong-Nan LI, Ming GU. Recent research and applications of GPS-based monitoring technology for high-rise structures. Structural Control & Health Monitoring, 2013, 20(5): 649-670 |
94 |
Peng Huang, Xuanyi Zhou, Ming Gu(通讯作者), Experimental study on wind loads on cylindrical reticulated shells, Applied Mathematics and Mechanics,2013, 34 (3): 281-296 |
95 |
M. Gu, S.Y. Ren, Parametric vibration of stay cables under axial narrow-band stochastic excitation,International Journal of Structural Stability and Dynamics,2013, 13(8). |
96 |
Huang Peng, Wang Xu and Gu Ming(通讯作者), Study on near-ground wind characteristics of a strong typhoon-wind speed, turbulence intensities, gust factors and peak factors, Disaster Advances (in press) |
97 |
Xuanyi Zhou, Zhihui Han, Ming Gu(通讯作者), Anan Zhang, Weiyu Zhang3, Wei Fang Research on Wind-induced Responses of a Large-scale Membrane Structure, Earthquake Engineering and Engineering Vibration(accepted). |
98 |
M. Gu, H.L. Cao, Y. Quan Experimental study of across-wind aerodynamic damping of super-high-rise buildings with aerodynamically modified square cross-sections,The Structural Design of Tall and Special Buildings (accepted). |
99 |
Ting-Hua Yi, Hong-Nan Li, Ming Gu. Wavelet based multi-step filtering method for bridge health monitoring using GPS and accelerometer. Smart Structures and Systems, (accepted). |
100 |
X.Q.Du, M.Gu(通讯作者), S.R.Chen, Aerodynamic characteristics of a three-dimensional circular cylinder with artificial rivulet, J. Fluids and Structures(accpeted) |
101 |
Peng Huang, Ling Tao, Ming Gu(通讯作者), Yong Quan Wind effects of architectural details on gable-roofed low-rise buildings in southeastern coast of China,Advances in Structural Engineering(under re-review) |
102 |
Y. Yang, M. Gu(通讯作者), New inflow boundary conditions for modelling the neutral equilibrium atmospheric boundary layer in computational wind engineering,Journal of Wind Engineering and Industrial Aerodynamics(under re-review) |
103 |
Ming Gu, Xianfeng Yu, Yong Quan, Study on the non-linear responses of wind-induced internal pressure for a two- compartment building with\without background leakage, Journal of Wind Engineering and Industrial Aerodynamics(under re-review) |
104 |
M. GU, Study on wind-rain induced vibration of stay cables of cable-stayed bridges based on quasi-steady assumption”(大会特邀主题报告),12thInt. Conf. on Wind Eng., 澳大利亚凯恩斯, 2007年7月1~6日 |
105 |
Ming Gu & Zhuangnin Xie, Interference Effects of Tall Buildings under Wind Action, (大会特邀主题报告); 4thInt. Conf. on Advances in Wind and Structures, 韩国济州岛, 2008.5 |
106 |
Ming Gu, Study on Wind Loads and Responses of Tall Buildings and Structures (大会特邀报告), Proc. of APCWE7(第7届亚太地区风工程学术大会), 中国台北, 11月8-16. |
107 |
顾明,大型结构风荷载和响应研究进展(大会特邀主题报告), 全国第一届近代空气动力学和气动热力学学术会(中国空气动力学学会),2006年8月四川绵阳. |
国际期刊:
01. |
Peng Huang, Ming Gu, Chun-guang Jia, and Da-long Quan, Field Measurement of Wind Effects of Roof Accessory Structures on Gable-Roofed Low-Rise Building, International Journal of Distributed Sensor Networks, Volume 2013(2013), Article ID 280186, 7 pages |
02. |
Peng HUANG, Xu WANG, Ming GU, Study on near-ground wind characteristics of a strong typhoon—Wind speed, turbulence intensities, gust factors and peak factors, Disaster Advances,2013, 6(5), p3-18 |
03. |
Peng Huang, Xuan-yi Zhou, Ming Gu, Experimental study of wind loads on cylindrical reticulated shells, Applied Mathematics and Mechanics (English Edition), 2013, 34(3), 281-296 |
04. |
Peng Huang, Xu Wang, Ming Gu, Field experiments for wind loads on a low-rise building with adjustable pitch, International Journal of Distributed Sensor Networks,Volume 2012 (2012), Article ID 451879, 10 pages. |
05. |
Xuanyi Zhou, Peng Huang, Ming Gu, Fusheng Mi, Wind Loads and Responses of Two Neighboring Dry Coal Sheds, Advances in Structural Engineering --An International Journal. Volume 14 (2)2011:207-221 (SCI, EI收录) |
06. |
Ming GU, Peng HUANG, Lin TAO, Xuanyi ZHOU, Zhong FAN, Experimental study on wind loading on complicated group-tower,Journal of Fluids and Structures,26 (2010) 1142–1154 (SCI, EI收录) |
07. |
Xuanyi Zhou, Peng Huang, Ming Gu, Ledong Zhu and Hanming Pan, Wind loads and wind-induced responses of Guangzhou New TV Tower, Advances in Structural Engineering --An International Journal. Volume 13 (4)2010:707-726 (SCI, EI收录) |
08. |
Peng Huang, Amir Mirmiran, Arindam Chowdhury, Caesar Abishdid, Ton-Lo Wang, Performance of Roof Tiles under Simulated Hurricane Impact, ASCE Journal of Architectural Engineering, 2009, Vol. 15, No. 1, pp 26-34.(EI收录) |
09. |
Peng Huang, Arindam Gan Chowdhury, Girma Bitsuamlak and Roy Liu, Development of devices and methods for simulation of hurricane winds in a full-scale testing facility, Wind and Structures --An International Journal, 2009, Vol. 12, No. 2, pp151-177 (SCI, EI收录) |
10. |
Collette Blessing, Arindam Gan Chowdhury, Jason Lin, Peng Huang, Full-scale validation of vortex suppression techniques for mitigation of roof uplift, Engineering Structures 31 (2009) 2936-2946 (SCI, EI收录) |
11. |
Arindam Gan Chowdhury, Peng Huang and Jimmy Erwin, Aerodynamic Testing Application of a Full-Scale Facility for Mitigation Hurricane-Induced Coastal Disasters, Far East Journal of Ocean Research, 2009, Volume 2, Issue 1, Pages 1 - 2 |
12. |
Arindam Gan Chowdhury, Peng Huang and Girma Bitsuamlak, Wind Flow Simulation and Testing for Mitigating Coastal Disaster under Hurricanes, DISASTER ADVANCES, Volume 1, No. (4), October 2008, pp9-19 (SCI收录) |
13. |
Peng Huang, Ming Gu, Experimental study on wind-induced dynamic interference effects between two tall buildings, Wind and Structures --An International Journal, 2005, Vol. 8, No. 3, pp147-161 (SCI, EI收录) |
14. |
Ming Gu, Zhuangning Xie, Peng Huang, Along-wind Dynamic Interference Effects of Tall Buildings, Advances in Structural Engineering, 2005, Vol.8, No.6,623-636. (SCI, EI收录) |
中文期刊:
01. |
陶玲,黄鹏,顾明,全涌,L形平面低矮房屋屋面的风荷载特性,同济大学学报,39(11),2011:1586-1591 |
02. |
黄鹏,顾明,叶孟洋,干煤棚柱面网架结构风荷载试验研究,建筑结构,Vol41(S1),2011:1432-1437 |
03. |
黄鹏; 戴银桃; 顾明,倒伞形挑篷群体风荷载试验研究,结构工程师,2011,Vol.27,No.3,98-106 |
04. |
黄鹏,陶玲,全涌,顾明,浙江省沿海地区农村房屋抗风情况调研,灾害学,25(4),2010:90-95,138 |
05. |
樊友川,黄鹏,顾明,全涌,工业厂房屋面脉动风荷载及干扰效应试验研究,土木工程学报,Vol43(增刊),2010,pp297-304 (EI收录) |
06. |
赵雅丽, 全涌, 黄鹏, 顾明,典型双坡屋面风压分布特性风洞试验研究,同济大学学报,38(11),2010:1586-1592(EI收录) |
07. |
顾明,赵雅丽,黄强,黄鹏,全涌,谢壮宁,低层房屋屋面风压的风洞试验和数值模拟,空气动力学学报,28(1),2010:82-87 (EI收录) |
08. |
赵雅丽,顾明,全涌,黄鹏(2010),典型双坡屋面风压分布,灾害学,Vol.25 No.S0,2010,pp361 |
09. |
全涌,顾明,田村幸雄,黄鹏,松井正宏,周边建筑对低矮建筑平屋面风荷载的干扰因子,土木工程学报,43(2),2010:20-25(EI收录) |
10. |
周晅毅, 顾明, 米福生, 黄鹏, 干扰效应下煤棚结构风致响应研究, 同济大学学报,38(6),2010:819-826(EI收录) |
11. |
马文勇,顾明,全涌,黄鹏,覆冰导线任意方向驰振分析方法,同济大学学报,38(1),2010:130-134(EI收录) |
12. |
马文勇,顾明,全涌,黄鹏,准椭圆形覆冰导线气动力特性试验研究,同济大学学报,38(10),2010:1409-1413(EI收录) |
13. |
顾明, 马文勇,黄鹏, 周晅毅, 范重, 复杂群塔风荷载试验研究, 空气动力学学报,2009,27(2),141-146(EI收录) |
14. |
张庆华,顾明,黄鹏,格构式塔架风力特性试验研究,振动与冲击,2009,28(2),pp1-4(EI收录) |
15. |
顾明,黄鹏,周晅毅,朱乐东,潘汉明,广州新电视塔模型测力风洞试验及风致响应研究I:风洞试验,土木工程学报, 2009, 42(7)8-13. (EI收录) |
16. |
周晅毅,顾明,朱乐东,黄鹏,潘汉明,广州新电视塔模型测力风洞试验及风致响应研究Ⅱ:风致响应分析, 土木工程学报, 2009, 42(7)14-20.(EI收录) |
17. |
王旭,黄鹏,顾明,半球形屋面结构平均及脉动风荷载试验研究,中国工程机械学报,2009,7(3),351-355 |
18. |
顾明,马文勇,全涌,黄鹏,两种典型覆冰导线气动力特性及稳定性分析;同济大学学报,2009, 37(10): 1328-1332(EI收录) |
19. |
顾明, 黄强, 黄鹏, 全涌, 谢壮宁,低层双坡房屋屋面平均风压影响因素的数值模拟研究,建筑结构学报,2009,30(5):205-211(EI收录) |
20. |
周晅毅, 顾明, 米福生, 黄鹏, 干扰条件下煤棚结构风致干扰特性研究, 振动工程学报,2009,22(6),652-657(EI收录) |
21. |
黄鹏,陶玲,全涌,顾明,复杂周边环境下超高层建筑的强风动力响应特性,振动与冲击,2009,28(12),pp140-145(EI收录) |
22. |
张庆华,顾明,黄鹏,500kV单回路输电塔塔头风荷载计算模型研究,振动与冲击,2009,28(12),pp151-154(EI收录) |
23. |
马文勇,顾明,黄鹏, 准椭圆形覆冰导线驰振特性的实用计算方法, 噪声与振动控制, 2009, 29(6),pp91-96 |
24. |
顾明,李刚,黄鹏, 周晅毅,某大厦风荷载试验研究,建筑结构,39(3),2009:113-116 |
25. |
全涌, 顾明, 田村幸雄, 黄鹏,周边建筑对低矮建筑平屋盖上风压的干扰效应,同济大学学报,37(12),2009:1576-1580(EI收录) |
26. |
黄鹏,顾明,全涌,高层建筑标准模型风洞测压和测力试验研究,力学季刊, 2008,29(4),627-633 |
27. |
顾明,黄鹏,王勇军,集装箱起重机平均风荷载数值模拟及试验对比,同济大学学报,2008, 36(8): 1024-1027(EI收录) |
28. |
张庆华,顾明,黄鹏,典型输电塔塔头风力特性试验研究,振动工程学报,2008,Vol 21,No.5,452-457(EI收录) |
29. |
顾明,黄友钦,黄鹏,施红军,体育场挑篷的风荷载试验研究,同济大学学报,2008, 36(9): 1170-1175(EI收录) |
30. |
周晅毅, 顾明, 李亚明, 周晓峰, 孙五一, 黄鹏, 某大型博物馆结构风致响应分析, 振动与冲击, 2008, 27(2)25-28, 33, 173. (EI收录) |
31. |
奚震勇,耿耀明,孟春光,顾明,黄鹏,无锡蠡湖科技大厦表面风荷载研究,建筑结构,2008,38(9),67-70 |
32. |
张庆华,顾明,黄鹏. 格构式输电塔塔头风荷载的试验研究,振动与冲击,2007, 26(增刊): 97-100. |
33. |
周晅毅, 黄鹏, 顾明,上海铁路南站屋盖表面风压特性试验研究,建筑结构, 2007, 37(2)118-120. |
34. |
周晅毅, 黄鹏, 顾明,受扰高层建筑的风致响应分析,土木工程学报, 2007, 40(8)16-21. (EI收录) |
35. |
黄鹏,王勇军,顾明,港口集装箱起重机平均风荷载试验研究,同济大学学报,2007, 35(10): 1384-1389(EI收录) |
36. |
顾明,杨伟,黄鹏,罗攀,TTU标模风压数值模拟及试验对比, 同济大学学报,2006,34(2),1563-1567. (EI收录) |
37. |
顾明, 周晅毅, 黄鹏,大跨屋盖结构风致抖振响应研究,土木工程学报, 2006, 39 (11) 37-42. (EI收录) |
38. |
顾明,黄鹏,周晅毅,黄崑,北京首都机场3号航站楼风荷载和响应研究,土木工程学报 (约稿),38(1),2005:40-44 |
39. |
黄鹏,顾明, 高层建筑风致扭转响应的干扰效应研究,建筑结构学报,26(4),2005:86-91 (EI收录) |
40. |
顾明,黄鹏,双层玻璃幕墙风压分布特性的试验研究,建筑结构,35(6),2005,68-71 |
41. |
朱军,张雪峰,顾明,黄鹏,常熟市展览中心风荷载试验研究,结构工程师,21(4),2005,70-74 |
42. |
顾明,洪小建,黄鹏, 桅杆风振响应的试验选型与分析,振动与冲击,2004, v 23, No. 1,pp 17-20 (EI收录) |
43. |
杨伟,黄鹏,顾明,高层建筑风致静力干扰效应的试验和数值研究,同济大学学报,2004,Vol.32(2),pp 152-156(EI收录) |
44. |
黄鹏,顾明,一大跨悬挑雨篷的风荷载及开洞比较,结构工程师,2004,4, 51-55 |
45. |
顾明,黄鹏,杨伟,汪大绥,周建龙,上海铁路南站平均风荷载的风洞试验和数值模拟,建筑结构学报,2004,Vol.25, No.5,pp43-47 (EI收录) |
46. |
顾明,叶丰,黄鹏,周晅毅,降低某超高层建筑的局部风压的措施,同济大学学报,2004,Vol.32(10) , 1285-1288.(EI收录) |
47. |
顾明,黄鹏,群体高层建筑风荷载干扰的研究现状及展望,同济大学学报, 2003,Vol.31(7),pp 762-766(EI收录) |
48. |
黄鹏,顾明,高层建筑干扰气动阻尼的试验研究,同济大学学报,2003,Vol.31(6),pp 652-656 |
49. |
黄鹏,顾明,高层建筑横风向动力干扰效应的试验研究,工程力学,2003, Vol. 20(5),pp53-58 (EI收录) |
50. |
黄鹏,顾明,高层建筑风致动力干扰效应机理的试验研究,振动工程学报,2003,Vol 16, No. 1, pp 99-104 |
51. |
李忠湧,汪大绥,黄鹏,顾明,上海东方艺术中心风荷载试验,同济大学学报,2003, Vol.31(7),pp 819-823 |
52. |
傅钦华,陈东杰,黄鹏,顾明,上海铁路南站风荷载试验研究,结构工程师,2003(3),61-65 |
53. |
洪小健,黄鹏,王建平,顾明,天线抖振响应的计算分析与风洞试验研究,同济大学学报, 2003, Vol.31(3),pp 277-281 (EI收录) |
54. |
黄鹏,顾明,高层建筑静风荷载的干扰效应研究,建筑结构学报,2002, Vol.23 (5), pp67-72 |
55. |
黄鹏,顾明,高层建筑顺风向动力干扰效应的试验研究,同济大学学报,2002,Vol.30(12),pp 1417-1422(EI收录) |
56. |
黄鹏,施宗城,陈伟,顾明,大气边界层风场模拟及测试技术的研究,同济大学学报,2001, 29(1), pp40-44(EI收录) |
57. |
全涌,顾明,黄鹏,超高层建筑通用气动弹性模型设计,同济大学学报,2001, 29(1), pp122-126 |
83.M. Gu, H. L. Cao and Y. Quan* (2014), Experimental study of across-wind aerodynamic damping of super high-rise buildings with aerodynamically modified square cross-sections, Struct. Design Tall Spec. Build, Accepted (SCI)
82.Y. Quan, M. Gu, Y. Tamura, M. Matsui, S.Y. Cao, A. Yoshida, S. Xu, F.J. Sun (2014), Shielding effects of surrounding buildings on wind loads on low-rise building roofs, Advances in Structural Engineering, An International Journal, Vol. 14, No.2, pp.275-287(SCI)
81.Yong Quan, Fei Wang, Ming Gu*(2014),A method for estimation of extreme values of wind pressure on buildings based on the generalized extreme-value theory,Mathematical Problems in Engineering, Volume 2014 (2014), Article ID 926253, 22 pages(SCI,IF:1.730)
80.Yong Quan, Shuai WANG, Ming GU*, and Jun KUANG(2013),Field Measurement of Wind Speeds and Wind-Induced Responses atop the Shanghai World Financial Center under Normal Climate Conditions,Mathematical Problems in Engineering, Vol.2013 (2013), Article ID 902643, 14 pages(SCI,IF:1.730)
79. 曹会兰,全涌*,顾明(2013),修角对方形超高层建筑横风向气动阻尼的影响,工程力学,Vol.30No.11,pp87-93+100(EI)
78.全涌,涂楠坤,顾明,巢斯(2013),复杂截面高层建筑角对角布置的气动干扰机理研究,实验流体力学,Vol.27No.5,pp16-24(自然科学基金51278367,50878159,实验室自主课题SLDRCE10-B-03)
77. 张正维,全涌,顾明,熊勇(2013),斜切角与圆角对方形截面高层建筑气动力系数的影响研究,土木工程学报,Vol.46No.09,pp12-20(EI)
76. 安毅,全涌,顾明(2013),上海陆家嘴地区近500米高空台风“梅花”脉动风幅值特性研究,土木工程学报,Vol.46No.07,pp21-27(EI)
75. 张正维,全涌,顾明,熊勇(2013),凹角对方形截面高层建筑基底气动力系数的影响研究,土木工程学报,Vol.46No.07,pp58-65(EI)
74. 曹会兰,全涌,顾明(2013),方形截面超高层建筑的横风向气动阻尼风洞试验研究,土木工程学报,Vol.46No.04,pp18-25(EI:20132016328474)
73.余先锋;全涌; 顾明;(2013),开孔两空间结构的风致内压响应研究,空气动力学学报,2013.04,31(2),pp151-155(EI:20122215069952)
72. 顾明,张正维,全涌(2013),降低超高层建筑横风向响应气动措施研究进展,同济大学学报,Vol.41No.03,pp317-323(EI:20131816300766)
71.王飞,全涌*,顾明(2013),基于广义极值理论的非高斯风压的极值计算方法,工程力学,2013.02,Vol.30 No.2,pp44-49(EI:20131116114542)
70.黄鹏,陶玲,全涌,顾明(2013),檐沟对低矮房屋屋面风荷载的影响,工程力学,2013.01,30(1),pp248-254(EI)
69.陶玲,黄鹏,顾明;全涌(2013),低矮房屋风压时程的概率分布,同济大学学报,Vol.41No.01,pp27-32(EI)
68.曹会兰; 全涌*; 顾明(2012),一类准方形截面超高层建筑顺风向气动阻尼,振动与冲击,振动与冲击,2012.11, 31 (22),pp84-89(EI:20130615999877)
67.Yong Quan, Xianfeng Yu, Ming Gu*(2012), Responses of wind-induced internal pressure in a two-compartment building with a dominant opening and background porosity, Part 2: Parameter analysis and fitting of magnification factors of fluctuating internal pressure,Journal of Central South University, Volume 19, Number 11 (2012), 3225-3235,DOI: 10.1007/s11771-012-1399-1(SCI,EI)
66.Xianfeng Yu, Yong Quan, Ming Gu*(2012), Responses of wind-induced internal pressure in a two-compartment building with a dominant opening and background porosity, Part 1: Theoretical formulation and experimental verification,Journal of Central South University, Volume 19, Number 10 (2012), 2940-2948,DOI: 10.1007/s11771-012-1362-1(SCI:000309585800033,EI)
65.全涌,涂楠坤,顾明,巢斯(2012),两栋复杂体型超高层建筑间的气动干扰效应分析,桂林理工大学学报,2012.08,32(3),pp355-359.
64.Yong Quan, Shuo Wang, Ming Gu, Deqian Zheng, Aishe Zhang(2012),Assessment study of pedestrian level wind environment of a group of high-rise buildings based on numerical simulation, Applied Mechanics and Materials, Vols.209-211, pp1553-1559 (SCI,EI)I
63.Yong Quan,Ming Gu*(2012),Across-wind Equivalent Static Wind Loads and Responses of High-rise Buildings with Rectangular Sections,Advances in Structural Engineering, Vol.15, No.12, pp2145-2155(SCI:000312723200010,EI:20130115861601)
62.Y. An, Y. Quan, and M. Gu *(2012),Field Measurement of Wind Characteristics of Typhoon Muifa on the Shanghai World Financial Center, International Journal of Distributed Sensor Networks, Volume 2012. (SCI,EI:13047825)
61.余先锋; 顾明; 全涌; 樊友川(2012),考虑背景孔隙的单开孔两空间结构的风致内压响应研究,空气动力学学报,2012.04,30(2),pp238-243(EI:20122215069952)
60.曹会兰,全涌*,顾明,风场类型对方形超高层建筑顺风向气动阻尼的影响研究,《振动与冲击》,2012.8, 31(16) : 22-26. (EI:20124115554176)
59.余先锋; 全涌; 顾明(2012),考虑屋盖柔度的开孔两空间结构风致内压研究,力学学报,Vol.44,No.4, pp727-734(EI:20123615396468)
58.曹会兰,全涌*,顾明,吴迪,独立矩形截面超高层建筑的顺风向气动阻尼风洞试验研究,《振动与冲击》,2012.3, 31(5): 122-127. (EI:20122315093178)
57.陶玲; 黄鹏; 全涌; 顾明(2012),屋脊和出山对低矮房屋屋面风荷载的影响,工程力学,Vol.29 No.4,pp113-121+127(EI:20121915007823)
56.全涌; 张正维; 顾明; 熊勇(2012),矩形截面高层建筑的横风向基底弯矩系数均方根值研究,土木工程学报,Vol.45,No.4,pp63-70(EI:20121814988137)
55.陶玲; 黄鹏; 顾明; 全涌(2012),低矮房屋屋面细部构造的风荷载特性研究,建筑结构学报,Vol. 33 No. 1 Jan.2012,pp65-71(EI:20120614748638)
54.陶玲,黄鹏,顾明,全涌(2011),L形平面低矮房屋屋面的风荷载特性,同济大学学报(自然学科版),39(11),pp1586-1591(EI:13054460)
53. 顾明; 匡军; 韦晓; 熊里军; 全涌*(2011),上海环球金融中心大楼顶部良态风风速实测,同济大学学报(自然学科版),39(11),pp1592-1597(EI:13054461)
52.顾明; 余先锋; 全涌(2011),建筑结构风致内压的研究进展,同济大学学报(自然科学版),vol.39, No.10, 1434-1440+1478(EI:20114714541355)
51.顾明; 张正维; 全涌; 熊勇(2011),矩形截面高层建筑气动基底扭矩系数均方根值研究,振动与冲击,振动与冲击,30(5),(EI:20121814988137)
50.樊友川,顾明,全涌(2011),常开洞工业厂房风致内压试验研究,空气动力学学报,29(5),pp585-1592(EI:20114714541873)
48.Yong Quan*,Yi LIANG,Fei WANG,Ming GU(2011),Wind tunnel test study on the wind pressure coefficient of claddings of high-rise buildings, Front. Archit. Civ. Eng. China,Vol.5(4),pp518-524
47.Gu Ming, Yong Quan *(2011),Across-wind loads and effects of super-tall buildings and structures,SCIENCE CHINA Technological Sciences,Vol.54 (10),pp2531-2541(SCI:000294960500001;EI:20130115861601)
46.全涌,顾明,陈斌(2011),双坡低矮建筑风压系数的概率统计特性分析,土木工程学报,44(7):22-28(EI:20113114199547)
45.余先锋,全涌,周晅毅,朱忠义,顾明(2011),“四肢伸展型”大跨屋盖风致响应分析,振动与冲击,2011 30 (7): 148-152,236(EI:20113314243286)
44.全涌,严志威,温川阳,方鸿强,顾明(2011),矩形连体复杂体型超高层建筑的局部风压实验研究,建筑结构,41(4),pp113-116。
43.樊友川,全涌,顾明,倪建公(2011),单跨双坡工业厂房平均风压试验研究,土木工程学报,44(5),pp32~40(EI:20112414057908)
42.樊友川,全涌,顾明,姜海鹏(2011),单个周边建筑对工业厂房屋面平均风压的气动干扰效应,建筑结构学报,32(4),pp24-32(EI:20112013990062)
41. 全涌,顾明,陈斌(2011),外形几何参数对双坡顶低矮建筑屋盖升力系数极值的影响,建筑结构学报,32(4),pp33-38(EI:20112013990063)
40. 马文勇,顾明,全涌,黄鹏(2010),准椭圆形覆冰导线气动力特性试验研究,同济大学学报(自然科学版),38(6),pp919-826(EI: 20104813444948)。
39. 马文勇,顾明,全涌,黄鹏(2010),覆冰导线任意方向驰振分析方法,同济大学学报(自然科学版),38(1),pp130-134(EI: 20101612869203)。
38. 樊友川,黄鹏,顾明,全涌(2010),工业厂房屋面脉动风荷载及干扰效应试验研究,土木工程学报(增刊),pp297-304(EI: 20110613656498)
37. 赵雅丽,全涌,黄鹏,顾明(2010),典型双坡屋面风压分布特性风洞试验研究,同济大学学报(自然科学版),Vol.38,No.11,Nov. 2010,p1586-1592. (EI:20110213569058;核心)
36. 顾明,赵雅丽,黄强,黄鹏,全涌,谢壮宁(2010),低层房屋屋面平均风压的风洞试验和数值模拟,空气动力学学报,Vol.28,No.1,Feb. 2010,p82-87(EI:20101612858762;核心)
35. 黄鹏,陶玲,全涌,顾明,浙江省沿海地区农村房屋抗风情况调研,灾害学,Vol.25,No.4,Dec.2010,pp90-95+138(EI:20100412666749)。
34. 全涌,陈斌,顾明,田村幸雄(2010),外形几何参数对双坡低矮建筑屋盖上最不利风压系数的影响,工程力学,Vol.27 No.7,July 2010,p142-147。(EI:20103213129264;核心)
33. 唐意,顾明,全涌(2010),矩形超高层建筑横风向脉动风力:II:数学模型,振动与冲击,Vol.29,No.6,Jun. 2010,p46-49.(EI:20103013094157;核心)
32.顾明,唐意,全涌(2010),矩形超高层建筑横风向脉动风力:I:基本特征,振动与冲击,Vol.29,No.6,Jun. 2010,p42-45+104.(EI:20103013094156;核心)
31.全涌,曹会兰,顾明(2010),高层建筑横风向风效应研究综述,同济大学学报(自然科学版),Vol.38,No.6, Jun. 2010, 810-818(EI: 20103013093776;核心)
30.全涌,顾明,陈斌,田村幸雄(2010),非高斯风压的极值计算方法研究,力学学报,Vol.42,No.3, May. 2010,560-566(EI:20102713051160,核心)。
29.全涌,陈斌,顾明(2010),大高宽比方形截面高层建筑的横风向风荷载及风致响应研究,建筑结构,Vol.40,No.2, Mar. 2010,89-92(核心)
28.全涌,顾明,田村幸雄,黄鹏,松井正宏(2010),周边建筑对低矮建筑平屋面风荷载的干扰因子,土木工程学报,Vol.43,No.2, Feb. 2010,20-25(EI:20101412827386;核心)
27.顾明,黄强,黄鹏,全涌,谢壮宁(2009),低层双坡房屋屋面平均风压影响因素的数值模拟研究,建筑结构学报,Vol.30,No.5,Oct. 2009,p205-211(EI:20094512438250;核心)
26.顾明, 马文勇, 全涌, 黄鹏(2009),两种典型覆冰导线气动力特性及稳定性分析,同济大学学报,37(10),2009:(EI:20094912531582;核心)
25.黄鹏,陶玲,全涌,顾明(2009),考虑周边环境下超高层建筑的强风动力响应特性,振动与冲击,28(12),2009:140-145(EI:20100412666749;核心)
24.顾明,匡军,全涌,韦晓,熊里军(2009),上海环球金融中心大楼顶部风速实测数据分析,振动与冲击,28(12),2009:114-118+122。(EI:20100412666743;核心)
23.唐意,顾明,全涌(2009),矩形截面超高层建筑风致脉动扭矩的数学模型,建筑结构学报,Vol.30,No.5,Oct. 2009,p198-204.(EI:20094512438249;核心)
22.顾明,唐意,全涌(2009),矩形截面超高层建筑风致脉动扭矩的基本特征,建筑结构学报,Vol.30,No.5,Oct. 2009,p191-197.(EI:20094512438248;核心)
21.全涌,王莹,顾明,倪建公(2009),四面开敞建筑的屋盖平均风压特征,中国工程机械学报,Vol.7,No.3,Sept. 2009,pp356-361。
20.全涌,严志威,顾明,李达明(2009), 局部外形特征对高层建筑立面上围护结构风荷载的影响,振动与冲击,Vol.28,No.12,Dec. 2009,pp132-135(EI:20100412666747;核心)
19.全涌, 顾明, 田村幸雄, 黄鹏(2009),周边建筑对低矮建筑平屋盖上风压的干扰效应,同济大学学报,37(12),2009:1576-1580。(EI:20101612869154;核心)
18.顾明,赵明伟,全涌(2009),结构台风灾害风险评估研究进展,同济大学学报(自然科学版),Vol.37,No.5,May. 2009,p569-574.(EI:20092712163101;核心)
17.黄鹏,顾明,全涌(2008),高层建筑标准模型风洞测压和测力试验研究,力学季刊, 29(4),627-633.
16.Wei Yang, Yong Quan, Xinyang Jin, Yukio Tamura, Ming Gu(2008),Influences of equilibrium atmosphere boundary layer and turbulence parameter on wind loads of low-rise buildings, Journal of Wind Engineering and Industrial Aerodynamics,Volume 96, Issues 10-11,October-November 2008, Pages 2080-2092(Indexed by SCI & EI) (SCI:0025934050046,DOI,10.1016/j.jweia.2008.02.014,IF,0.831;EI:20083411462978)
15.唐意,顾明,全涌(2007),高层建筑的扭转风荷载功率谱密度,同济大学学报(自然科学版),2007年04期(EI:20072410652372;核心)
14.Quan Y., Tamura Y., Matsui M. (2007), Mean wind pressure Coefficients on surfaces of Gable-roofed Low-rise Buildings, Advances in Structural Engineering, An International Journal, Vol. 10, No. 3, pp. 259-271 (Indexed by SCI & EI) (SCI:000247888400004,DOI:10.1260/136943307781422253,IF:0.465;EI:20074710938953)
13.Quan Y., Tamura Y., Matsui M. (2007), Effects of geometric parameters on mean wind pressure on gable roofs of low-rise buildings, Advanced Steel Construction, An International Journal, Vol.3, No.1, pp.416-430. (EI:20102312984656)
12.全涌,顾明(2006),高层建筑横风向风致响应及等效静力风荷载分析方法,工程力学,23(9),2006:84-89 (EI:20064510226475;核心)
11. Yong Quan, Ming Gu, Yukio Tamura (2005), Experimental evaluation of aerodynamic damping of square super high-rise buildings, Journal of wind and structure, Vol. 8, No. 5, September 2005, pp. 301-324 (Indexed by SCI & EI) (SCI ,IF:0.548 ,EI:2005379357361)
10. M. Gu and Y. Quan (2004), Across-wind loads of typical tall buildings, Journal of Wind Engineering and Industrial Aerodynamics, Volume 92, Issue 13, November 2004, pp. 1147-1165(Indexed by SCI & EI) (SCI ,IF:0.831 ,EI检索)
9. 全涌,顾明,田村幸雄(2004),方形截面高层建筑横风向等效静力风荷载及加速度响应计算方法,工程力学第21卷,2004增刊,第III册,2004:104-110. (2004/10/14)
8. 全涌,顾明(2004),方形断面高层建筑的气动阻尼,工程力学,21 (1) ,2004: 26~30. (EI:2004238201567;核心)
7. 杜晓庆,顾明,全涌(2003),斜拉桥拉索风雨激振控制的试验研究,同济大学学报,31(11),2003:1266~1269.) (2003/11/01) (EI:2004188147648;核心)
6. 全涌,顾明(2002),超高层建筑横风向气动力谱,同济大学学报,2002,Vol.30,No.5:627-632
5. 全涌(2002),用随机减量技术识别超高层建筑的气动阻尼,枫林学苑,2002,Vol.5:164-168
4. 全涌,黄鹏,顾明(2001),超高层建筑通用气动弹性模型设计,同济大学学报,2001,Vol.29,No.1: 122-126
3. 顾明,王凤元,全涌,陈伟,张锋(2000),超高层建筑风荷载的试验研究,建筑结构学报,2000,Vol.21,No.4:48-54
2. 全涌, 顾明(1999). 典型超高层建筑气动弹性模型的风洞试验研究,工程力学第16卷,1999增刊,第II册,1999:882-888.
1. 黄鹏,全涌,顾明(1999),TJ-1风洞大气边界层被动模拟方法的研究,同济大学学报,1999,Vol.27,No.2:136-140. (EI:2000215117752;核心)
国际期刊:
10. |
X.Y.Zhou, Y.Q.Zhang, M.Gu*, Simulation Method of sliding Snow Load on Roofs and its application in Some Representative Regions of China, Natural Hazards,2013, 67(2) 295-320. |
09. |
X.Y.Zhou, Z.H.Han, M.Gu, A.A.Zhang, W.Y.Zhang, W.Fang, Research on Wind-induced Responses of a Large-scale Membrane Structure, Earthquake Engineering and Engineering Vibration, 2013, 12(2) 297-305. |
08. |
P.Huang, X.Y.Zhou, M.Gu, Experimental study of wind loads on cylindrical reticulated shells, Applied Mathematics and Mechanics (English Edition) , 2013, 34(3) 281-296. |
07. |
X.Y.Zhou, M.Gu, G.Li, Grouping Response Method for Equivalent Static Wind Loads Based on Modified LRC Method, Earthquake Engineering and Engineering Vibration, 2012, 11(1) 107-119. |
06. |
X.Y.Zhou, P.Huang, M.Gu, F.S.Mi, Wind Loads and Responses of Two Neighboring Dry Coal Sheds, Advances in Structural Engineering, 2011, 14(2) 207-221. |
05. |
X.Y.Zhou, M.Gu, An Approximation Method for Computing the Dynamic Responses and Equivalent Static Wind Loads of Large-span Roof Structures , International Journal of Structural Stability and Dynamics, 2010, 10(5) 1141-1165. |
04. |
X.Y.Zhou, P.Huang, M.Gu, L.D.Zhu, H.M. Pan, Wind loads and wind-induced responses of Guangzhou New TV Tower, Advances in Structural Engineering, 2010, 13(4) 707-726. |
03. |
X.Y.Zhou, An Approach to Prediction of Wind Load Distribution on Large-span Roofs Using ANN Method, Disaster Advances, 2010, 3(2) 35-43. |
02. |
X.Y.Zhou, X.F. Li, Simulation of Snow Drifting on Roof Surface of Terminal Building of an Airport, Disaster Advances, 2010, 3(1) 42-50. |
01. |
M.Gu, X.Y.Zhou, An approximation method for resonant response with coupling modes of structures under wind action, Journal of wind engineering and industrial aerodynamics, 2009, 97(11-12) 573-580. |
中文期刊:
47. |
周晅毅, 张运清, 顾明, 建筑屋面滑移雪荷载的模拟方法研究, 工程力学(已录用). |
46. |
胡金海, 周晅毅, 顾明, 不同规范中雪荷载作用下门式刚架静力响应和稳定性研究, 钢结构, 2013, 28(5)47-53. |
45. |
林勇建, 周晅毅, 顾明, 柱面网壳结构MTMD风振控制研究, 结构工程师, 2013, 29(2)114-121. |
44. |
周晅毅, 刘长卿, 顾明, 跃移雪颗粒运动特性的数值模拟研究, 同济大学学报, 2013, 41(4) 522-529, 546. |
43. |
周晅毅, 李雪峰, 顾明, 张艳萍, 风吹雪数值模拟的两方程模型方法, 空气动力学学报, 2012, 30(5) 640-645, 652. |
42. |
周晅毅, 李雪峰, 顾明, 风致积雪运动数值模拟的两方程模型方法, 空气动力学学报(已录用). |
41. |
李雪峰, 周晅毅, 顾明, 风雪运动数值模拟中自保持平衡边界条件研究, 空气动力学学报, 2011, 29(6) 765-769. |
40. |
黄友钦, 顾明, 周晅毅, 积雪漂移对空间结构动力稳定性的影响, 振动与冲击, 2011, 30 (2) 124-129. |
39. |
周晅毅, 李刚, POD结合薄板样条插值法在风压预测中的应用, 建筑结构, 2011, 41(6) 98-102, 109. |
38. |
黄友钦, 顾明, 周晅毅, 以动力稳定为目标的空间结构等效静力风荷载, 同济大学学报, 2011, 39(5) 637-642. |
37. |
韩志惠, 周晅毅, 顾明, 张安安, 张伟育, 方卫, 世博轴阳光谷结构风致响应分析及频域时域方法计算结果比较, 振动与冲击, 2011, 30 (5) 230-235. |
36. |
孙五一, 周晅毅, 顾明, 基于风场模态补偿的大跨屋盖脉动风等效静力风荷载, 工程力学, 2011, 28 (4) 96-101. |
35. |
周晅毅, 顾明, 臧健, 全涌, 晏克勤, 深圳机场T3航站楼风压特性研究, 建筑结构, 2011, 41(1)122-125. |
34. |
李雪峰, 李洪求, 周晅毅, 某大型体育场屋盖风致积雪飘移的数值模拟, 结构工程师, 2010, 26(6)64-69. |
33. |
周晅毅, 顾明, 李刚, 加权约束最小二乘法计算等效静力风荷载, 同济大学学报, 2010. 38(10) 1403-1408. |
32. |
周晅毅, 晏克勤, 顾明, 冯永异, 某机场航站楼屋面风荷载特性研究, 振动与冲击, 2010, 29 (8) 224-227, 254. |
31. |
李雪峰, 周晅毅, 顾明, 植松康, 立方体模型周边风致积雪飘移的数值模拟研究, 同济大学学报, 2010. 38(8) 1135-1140. |
30. |
周晅毅, 顾明, 米福生, 黄鹏, 干扰效应下煤棚结构风致响应研究, 同济大学学报, 2010, 38(6) 817-826. |
29. |
周晅毅, 顾明, 李刚, 基于修正LRC的响应分组法求解等效静力风荷载, 振动工程学报, 2010, 23(2) 158-166. |
28. |
韩志惠, 周晅毅, 顾明, 张伟育, 世博轴阳光谷大型钢结构风致线性和非线性响应比较, 振动与冲击, 2009, 28 (12) 155-159, 209. |
27. |
周晅毅, 顾明, 米福生, 黄鹏, 干扰条件下煤棚结构风致干扰特性研究, 振动工程学报, 2009, 22(6) 652-658. |
26. |
郑德乾, 顾明, 周晅毅, 张伟育等, 世博轴膜面平均风压的数值模拟研究, 建筑结构学报, 2009, 30 (5) 212-219. |
25. |
周晅毅, 顾明, 朱乐东, 黄鹏, 广州新电视塔模型测力风洞试验及风致响应研究Ⅱ: 风致响应分析, 土木工程学报, 2009, 42(7)14-20. |
24. |
顾明, 黄鹏, 周晅毅, 朱乐东, 广州新电视塔模型测力风洞试验及风致响应研究I: 风洞试验, 土木工程学报, 2009, 42(7)8-13. |
23. |
周晅毅, 顾明, 黄友钦, 商承志, 基于非定常风荷载的大跨体育场挑篷结构风致响应, 同济大学学报, 2008, 36(11)1490-1495. |
22. |
周晅毅, 顾明, 马文勇, 范重, 复杂多塔结构风致响应研究, 振动工程学报, 2008, 21(4) 349-353. |
21. |
周晅毅, 顾明, 风致积雪漂移堆积效应的研究进展, 工程力学, 2008, 25 (7) 5-10, 17. |
20. |
李雪峰, 周晅毅, 顾明, 北京南站屋面雪荷载分布研究, 建筑结构, 2008, 38(5)109-112. |
19. |
韩志惠, 周晅毅, 顾明, 某建筑顶部装饰幕墙结构的风荷载及风致抖振响应计算, 振动与冲击, 2008, 27 (5) 40-43, 172. |
18. |
周晅毅, 顾明, 李雪峰, 大跨度屋盖表面风致雪压分布规律研究, 建筑结构学报, 2008, 29 (2) 7-12. |
17. |
周晅毅, 顾明, 李亚明, 周晓峰, 某大型博物馆结构风致响应分析, 振动与冲击, 2008, 27(2)25-28, 33, 173. |
16. |
周晅毅, 顾明, 朱忠义, 黄崑, 首都国际机场3号航站楼屋面雪荷载分布研究, 同济大学学报, 2007, 35(9)1193-1196. |
15. |
周晅毅, 黄鹏, 顾明, 受扰高层建筑的风致响应分析, 土木工程学报, 2007, 40(8)16-21. |
14. |
米福生, 周晅毅, 顾明, 柱面网壳结构风致抖振响应研究, 振动与冲击, 2007, 26(7)32-35, 39. |
13. |
周晅毅, 黄鹏, 顾明, 上海铁路南站屋盖表面风压特性试验研究, 建筑结构, 2007, 37(2)118-120. |
12. |
周晅毅, 顾明, 气动总管对输入信号气动平均性能的试验研究, 同济大学学报, 2007, 35(1)32-36. |
11. |
顾明, 周晅毅, 大跨度屋盖结构等效静力风荷载方法及应用, 建筑结构学报, 2007, 28 (1) 125-129. |
10. |
顾明, 周晅毅, 黄鹏, 大跨屋盖结构风致抖振响应研究, 土木工程学报, 2006, 39 (11) 37-42. |
09. |
周晅毅, 顾明, 大跨度屋盖结构考虑模态耦合的抖振共振响应分析方法, 振动工程学报, 2006, 19 (2) 179-183. |
08. |
周晅毅, 顾明, 上海铁路南站屋盖结构风致抖振响应参数分析, 同济大学学报, 2006, 34 (5) 574-579. |
07. |
周晅毅, 顾明, 风洞实验中多通道测压管路系统的参数分析, 同济大学学报, 2005, 33(8)1001-1006. |
06. |
顾明, 黄鹏, 周晅毅, etc, 北京首都机场3号航站楼风荷载和响应研究, 土木工程学报, 2005, 38 (1) 40-44. |
05. |
周晅毅, 顾明, 并联管道耗散模型的理论研究, 振动与冲击, 2004, 23(3)79-82. |
04. |
王勇军, 周晅毅, 顾明, 集装箱起重机斜撑杆风振响应分析, 结构工程师, 2004, 271-279. (增刊) |
03. |
顾明, 周晅毅, 神经网络方法在大跨度屋面风压研究中的应用, 工程力学, 2003, 20(4) 99-103. |
02. |
周晅毅, 顾明, 单通道测压管路系统的优化设计, 同济大学学报, 2003, 31(7) 798-802. |
01. |
周晅毅, 顾明, 大跨度屋盖表面风压系数的试验研究, 同济大学学报, 2002, 30(12) 1423-1428. |
主要获奖情况:
• 大跨桥梁风致振动控制的理论研究,国家教委科技进步(甲类)一等奖,1994;
• 黄浦江南浦、杨浦大桥抗风性能研究,上海市科技进步一等奖,1994;
• 大跨桥梁风致振动控制的理论研究,国家自然科学四等奖,1995;
• 大型结构风致振动控制的理论和应用,中国高校科学技术二等奖,2002;
• 日本井上青年科学家奖;
• 日本建筑学会奖励奖;
• 中国驻日本大使馆教育参赞优秀论文奖;
• 《浦东国际机场建设- 场道地基》,浦东国际机场建设丛书获上海市1999 年科技成果一等奖
出版物:
•《场道地基》,薛松涛任副主编,上海科技出版社出版,1999;
• 和泉正哲著,薛松涛译,《建筑结构力学》,西安交通大学出版社出版,2003 年
• 和三田彰著,薛松涛译,《结构健康监测动力学》,西安交通大学出版社出版社,2003
• 顾明主编《第八届全国振动理论与应用学术会议论文集》,同济大学出版社,2003