| Year |
Citation |
Score |
| 2020 |
Cui C, Xu Y, Zhang Q, Wang F. Vehicle-induced dynamic stress analysis of orthotropic steel decks of cable-stayed bridges Structure and Infrastructure Engineering. 16: 1067-1081. DOI: 10.1080/15732479.2019.1680711 |
0.308 |
|
| 2020 |
Tao T, Xu Y, Huang Z, Zhan S, Wang H. Buffeting Analysis of Long-Span Bridges under Typhoon Winds with Time-Varying Spectra and Coherences Journal of Structural Engineering-Asce. 146: 4020255. DOI: 10.1061/(Asce)St.1943-541X.0002835 |
0.406 |
|
| 2020 |
Huang Z, Xu Y, Tao T, Zhan S. Time-varying power spectra and coherences of non-stationary typhoon winds Journal of Wind Engineering and Industrial Aerodynamics. 198: 104115. DOI: 10.1016/J.Jweia.2020.104115 |
0.398 |
|
| 2020 |
Cui C, Xu Y, Zhang Q, Wang F. Vehicle-induced fatigue damage prognosis of orthotropic steel decks of cable-stayed bridges Engineering Structures. 212: 110509. DOI: 10.1016/J.Engstruct.2020.110509 |
0.364 |
|
| 2019 |
Lin J, Xu Y, Xia Y. Structural Analysis of Large-Scale Vertical Axis Wind Turbines Part II: Fatigue and Ultimate Strength Analyses Energies. 12: 2584. DOI: 10.3390/En12132584 |
0.406 |
|
| 2019 |
Lin J, Xu Y, Xia Y, Li C. Structural Analysis of Large-Scale Vertical-Axis Wind Turbines, Part I: Wind Load Simulation Energies. 12: 2573. DOI: 10.3390/En12132573 |
0.438 |
|
| 2019 |
Sun B, Xu Y, Zhu Q, Li Z. Concurrent multi-scale fatigue damage evolution simulation method for long-span steel bridges: International Journal of Damage Mechanics. 28: 165-182. DOI: 10.1177/1056789517750460 |
0.331 |
|
| 2019 |
Zheng Y, Xu Y, Zhan S. Seismic Responses and Collapse of a RC Pedestrian Cable-Stayed Bridge: Shake Table Tests International Journal of Structural Stability and Dynamics. 19: 1950067. DOI: 10.1142/S0219455419500676 |
0.319 |
|
| 2019 |
Wang F, Xu Y, Sun B, Zhu Q. Dynamic stress analysis for fatigue damage prognosis of long-span bridges Structure and Infrastructure Engineering. 15: 582-599. DOI: 10.1080/15732479.2019.1569072 |
0.334 |
|
| 2019 |
Sun B, Xu Y, Wang F, Li Z, Zhu Q. Multi-scale fatigue damage prognosis for long-span steel bridges under vehicle loading Structure and Infrastructure Engineering. 15: 524-538. DOI: 10.1080/15732479.2018.1562478 |
0.342 |
|
| 2019 |
Wang F, Xu Y. Traffic Load Simulation for Long-Span Suspension Bridges Journal of Bridge Engineering. 24: 5019005. DOI: 10.1061/(Asce)Be.1943-5592.0001381 |
0.3 |
|
| 2019 |
Peng Y, Xu Y, Zhu S, Li C. High-solidity straight-bladed vertical axis wind turbine: Numerical simulation and validation Journal of Wind Engineering and Industrial Aerodynamics. 193: 103960. DOI: 10.1016/J.Jweia.2019.103960 |
0.39 |
|
| 2019 |
Xu Y, Tan Z, Zhu L, Zhu Q, Zhan S. Buffeting-induced stress analysis of long-span twin-box-beck bridges based on POD pressure modes Journal of Wind Engineering and Industrial Aerodynamics. 188: 397-409. DOI: 10.1016/J.Jweia.2019.03.016 |
0.715 |
|
| 2019 |
Peng Y, Xu Y, Zhan S, Shum K. High-solidity straight-bladed vertical axis wind turbine: Aerodynamic force measurements Journal of Wind Engineering and Industrial Aerodynamics. 184: 34-48. DOI: 10.1016/J.Jweia.2018.11.005 |
0.422 |
|
| 2019 |
Xu Y, Peng Y, Zhan S. Variable pitch to high-solidity straight-bladed VAWTs for power enhancement Energy Procedia. 158: 382-387. DOI: 10.1016/J.Egypro.2019.01.119 |
0.361 |
|
| 2019 |
Peng Y, Xu Y, Zhan S. Hybrid DMST model for high-solidity straight-bladed VAWTs Energy Procedia. 158: 376-381. DOI: 10.1016/J.Egypro.2019.01.118 |
0.393 |
|
| 2019 |
Peng Y, Xu Y, Zhan S. A hybrid DMST model for pitch optimization and performance assessment of high-solidity straight-bladed vertical axis wind turbines Applied Energy. 250: 215-228. DOI: 10.1016/J.Apenergy.2019.04.127 |
0.415 |
|
| 2019 |
Xu Y, Peng Y, Zhan S. Optimal blade pitch function and control device for high-solidity straight-bladed vertical axis wind turbines Applied Energy. 242: 1613-1625. DOI: 10.1016/J.Apenergy.2019.03.151 |
0.388 |
|
| 2018 |
Lin J, Xu Y. Response covariance-based sensor placement for structural damage detection Structure and Infrastructure Engineering. 14: 1207-1220. DOI: 10.1080/15732479.2017.1402067 |
0.304 |
|
| 2018 |
Wang B, Zhu S, Xu Y, Jiang H. Seismic Retrofitting of Non-Seismically Designed RC Beam-Column Joints using Buckling-Restrained Haunches: Design and Analysis Journal of Earthquake Engineering. 22: 1188-1208. DOI: 10.1080/13632469.2016.1277441 |
0.327 |
|
| 2018 |
Wang F, Xu Y, Sun B, Zhu Q. Updating Multiscale Model of a Long-Span Cable-Stayed Bridge Journal of Bridge Engineering. 23: 4017148. DOI: 10.1061/(Asce)Be.1943-5592.0001195 |
0.324 |
|
| 2018 |
Lin J, Leung LKK, Xu Y, Zhan S, Zhu S. Field measurement, model updating, and response prediction of a large-scale straight-bladed vertical axis wind turbine structure Measurement. 130: 57-70. DOI: 10.1016/J.Measurement.2018.07.057 |
0.414 |
|
| 2018 |
Zhang B, Ding X, Werner C, Tan K, Zhang B, Jiang M, Zhao J, Xu Y. Dynamic displacement monitoring of long-span bridges with a microwave radar interferometer Isprs Journal of Photogrammetry and Remote Sensing. 138: 252-264. DOI: 10.1016/J.Isprsjprs.2018.02.020 |
0.385 |
|
| 2018 |
Li C, Xiao Y, Xu Y, Peng Y, Hu G, Zhu S. Optimization of blade pitch in H-rotor vertical axis wind turbines through computational fluid dynamics simulations Applied Energy. 212: 1107-1125. DOI: 10.1016/J.Apenergy.2017.12.035 |
0.397 |
|
| 2018 |
Xu Y. Making good use of structural health monitoring systems of long-span cable-supported bridges Journal of Civil Structural Health Monitoring. 8: 477-497. DOI: 10.1007/S13349-018-0279-2 |
0.399 |
|
| 2018 |
Hu R, Xu Y, Zhan S. Multi-type sensor placement and response reconstruction for building structures: Experimental investigations Earthquake Engineering and Engineering Vibration. 17: 29-46. DOI: 10.1007/S11803-018-0423-3 |
0.307 |
|
| 2018 |
Xu Y, Zheng Y, Gu Q. Refined dynamic progressive collapse analysis of RC structures Bulletin of Earthquake Engineering. 16: 1293-1322. DOI: 10.1007/S10518-017-0239-Y |
0.328 |
|
| 2018 |
Shen W, Zhu S, Xu Y, Zhu H. Energy regenerative tuned mass dampers in high‐rise buildings Structural Control & Health Monitoring. 25. DOI: 10.1002/Stc.2072 |
0.315 |
|
| 2017 |
Li Y, Xu X, Zhang M, Xu Y. Wind tunnel test and numerical simulation of wind characteristics at a bridge site in mountainous terrain Advances in Structural Engineering. 20: 1223-1231. DOI: 10.1177/1369433216673377 |
0.41 |
|
| 2017 |
Hu L, Xu Y, Zhu Q, Guo A, Kareem A. Tropical Storm–Induced Buffeting Response of Long-Span Bridges: Enhanced Nonstationary Buffeting Force Model Journal of Structural Engineering-Asce. 143: 4017027. DOI: 10.1061/(Asce)St.1943-541X.0001745 |
0.326 |
|
| 2017 |
Zhang C, Xu Y. Multi-level damage identification with response reconstruction Mechanical Systems and Signal Processing. 95: 42-57. DOI: 10.1016/J.Ymssp.2017.03.029 |
0.328 |
|
| 2017 |
He J, Xu Y, Zhan S, Huang Q. Structural control and health monitoring of building structures with unknown ground excitations: Experimental investigation Journal of Sound and Vibration. 390: 23-38. DOI: 10.1016/J.Jsv.2016.11.035 |
0.347 |
|
| 2017 |
Jing H, Xia Y, Li H, Xu Y, Li Y. Excitation mechanism of rain–wind induced cable vibration in a wind tunnel Journal of Fluids and Structures. 68: 32-47. DOI: 10.1016/J.Jfluidstructs.2016.10.006 |
0.414 |
|
| 2016 |
Zhang MH, Du X, Guo W, Liu XP, Jia X, Xiong J, Ma XH, Zhang HP, Xu YL, Wu Y, Ge YY. [Reconstruct abdominal aortic branch arteries totally by endovascular repair in complex aortic aneurysms: a single-centre experience]. Zhonghua Wai Ke Za Zhi [Chinese Journal of Surgery]. 54: 624-7. PMID 27502140 |
0.443 |
|
| 2016 |
Xu YL, Jia X, Guo W, Liu XP, Du X, Sun GY, Zhang J, Jia SH, Hu ZZ. [Drug coated balloon with paclitaxel for the treatment of symptomatic peripheral artery disease: early and midterm results]. Zhonghua Wai Ke Za Zhi [Chinese Journal of Surgery]. 54: 617-9. PMID 27502138 |
0.44 |
|
| 2016 |
Li GQ, Wang ZL, Chen S, Xu YL. Field measurements and analyses of environmental vibrations induced by high-speed Maglev. The Science of the Total Environment. PMID 26879415 DOI: 10.1016/J.Scitotenv.2016.01.212 |
0.329 |
|
| 2016 |
Jing H, Xia Y, Xu Y, Li Y. Measurement of rivulet movement and thickness on inclined cable using videogrammetry Smart Structures and Systems. 18: 485-500. DOI: 10.12989/Sss.2016.18.3.485 |
0.38 |
|
| 2016 |
Zhang XH, Xu YL, Zhan S, Zhu S, Tam HY, Au HY. Simulation of support settlement and cable slippage by using a long-span suspension bridge testbed Structure and Infrastructure Engineering. 1-15. DOI: 10.1080/15732479.2016.1172322 |
0.345 |
|
| 2016 |
Wang B, Xu Y, Li Y. Nonlinear safety analysis of a running road vehicle under a sudden crosswind Journal of Transportation Engineering. 142. DOI: 10.1061/(Asce)Te.1943-5436.0000813 |
0.361 |
|
| 2016 |
Zhu Q, Xu YL, Shum KM. Stress-level buffeting analysis of a long-span cable-stayed bridge with a twin-box deck under distributed wind loads Engineering Structures. 127: 416-433. DOI: 10.1016/J.Engstruct.2016.08.050 |
0.4 |
|
| 2016 |
Xu YL, Zhang XH, Zhu S, Zhan S. Multi-type sensor placement and response reconstruction for structural health monitoring of long-span suspension bridges Science Bulletin. 1-17. DOI: 10.1007/S11434-016-1000-7 |
0.312 |
|
| 2015 |
Wang B, Xu Y, Li Y. Dynamic analysis of wind-vehicle-bridge systems using mutually-affected aerodynamic parameters Wind and Structures. 20: 191-211. DOI: 10.12989/Was.2015.20.2.191 |
0.389 |
|
| 2015 |
He J, Xu Y, Zhang C, Zhang X. Optimum control system for earthquake-excited building structures with minimal number of actuators and sensors Smart Structures and Systems. 16: 981-1002. DOI: 10.12989/Sss.2015.16.6.981 |
0.312 |
|
| 2015 |
Meng X, Zhu L, Xu Y, Guo Z. Imperfect Correlation of Vortex-Induced Fluctuating Pressures and Vertical Forces on a Typical Flat Closed Box Deck: Advances in Structural Engineering. 18: 1597-1618. DOI: 10.1260/1369-4332.18.10.1597 |
0.711 |
|
| 2015 |
Huang G, Zheng H, Xu Y, Li Y. Spectrum Models for Nonstationary Extreme Winds Journal of Structural Engineering. 141: 04015010. DOI: 10.1061/(Asce)St.1943-541X.0001257 |
0.416 |
|
| 2015 |
Chen Z, Zhu S, Xu Y, Li Q, Cai Q. Damage Detection in Long Suspension Bridges Using Stress Influence Lines Journal of Bridge Engineering. 20: 5014013. DOI: 10.1061/(Asce)Be.1943-5592.0000681 |
0.336 |
|
| 2015 |
Li Y, Jing H, Xia Y, Xu Y, Xiang H. Measurement of rivulet movement on inclined cables during rain-wind induced vibration Sensors and Actuators, a: Physical. 230: 17-24. DOI: 10.1016/J.Sna.2015.03.040 |
0.395 |
|
| 2015 |
Su Y, Huang G, Xu Y. Derivation of time-varying mean for non-stationary downburst winds Journal of Wind Engineering and Industrial Aerodynamics. 141: 39-48. DOI: 10.1016/J.Jweia.2015.02.008 |
0.405 |
|
| 2015 |
Wang B, Xu Y. Safety analysis of a road vehicle passing by a bridge tower under crosswinds Journal of Wind Engineering and Industrial Aerodynamics. 137: 25-36. DOI: 10.1016/J.Jweia.2014.11.017 |
0.414 |
|
| 2015 |
Jing H, Xia Y, Li H, Xu Y, Li Y. Study on the role of rivulet in rain-wind-induced cable vibration through wind tunnel testing Journal of Fluids and Structures. 59: 316-327. DOI: 10.1016/J.Jfluidstructs.2015.09.008 |
0.417 |
|
| 2014 |
Wang L, Xu YL, Zhang XQ. Bortezomib in combination with thalidomide or lenalidomide or doxorubicin regimens for the treatment of multiple myeloma: a meta-analysis of 14 randomized controlled trials. Leukemia & Lymphoma. 55: 1479-88. PMID 23998282 DOI: 10.3109/10428194.2013.838232 |
0.307 |
|
| 2014 |
Li Y, Hu P, Xu Y, Zhang M, Liao H. Wind loads on a moving vehicle-bridge deck system by wind-tunnel model test Wind and Structures. 19: 145-167. DOI: 10.12989/Was.2014.19.2.145 |
0.425 |
|
| 2014 |
Wang B, Xu Y, Zhu L, Li Y. Crosswind effects on high-sided road vehicles with and without movement Wind and Structures. 18: 155-180. DOI: 10.12989/Was.2014.18.2.155 |
0.733 |
|
| 2014 |
He J, Huang Q, Xu Y. Synthesis of vibration control and health monitoring of building structures under unknown excitation Smart Materials and Structures. 23: 105025. DOI: 10.1088/0964-1726/23/10/105025 |
0.326 |
|
| 2014 |
Wang B, Xu Y, Zhu L, Li Y. Crosswind Effect Studies on Road Vehicle Passing by Bridge Tower using Computational Fluid Dynamics Engineering Applications of Computational Fluid Mechanics. 8: 330-344. DOI: 10.1080/19942060.2014.11015519 |
0.412 |
|
| 2014 |
Xu Y, Hu L, Kareem A. Conditional Simulation of Nonstationary Fluctuating Wind Speeds for Long-Span Bridges Journal of Engineering Mechanics-Asce. 140: 61-73. DOI: 10.1061/(Asce)Em.1943-7889.0000589 |
0.398 |
|
| 2013 |
Zhang HP, Guo W, Liu XP, Jia X, Xiong J, Ma XH, Zhang MH, Xu YL. Evaluation of endovascular abdominal aortic aneurysm repair in nonagenarians. Genetics and Molecular Research : Gmr. 12: 6907-14. PMID 24391038 DOI: 10.4238/2013.December.19.9 |
0.457 |
|
| 2013 |
Tang XK, Xiong J, Xu YL, Guo W, Guo JJ, Liang WX. [Acute Stanford B aortic intramural hematoma: early and midterm follow-ups and morphological changes of computed tomography]. Zhonghua Yi Xue Za Zhi. 93: 649-52. PMID 23751739 |
0.441 |
|
| 2013 |
Zhu L, Xu Y, Guo Z, Chang G, Tan X. Yaw wind effect on flutter instability of four typical bridge decks Wind and Structures. 17: 317-343. DOI: 10.12989/Was.2013.17.3.317 |
0.722 |
|
| 2013 |
Li Y, Xiang H, Wang B, Xu Y, Qiang S. Dynamic Analysis of Wind-Vehicle-Bridge Coupling System during the Meeting of Two Trains: Advances in Structural Engineering. 16: 1663-1670. DOI: 10.1260/1369-4332.16.10.1663 |
0.376 |
|
| 2013 |
Qu W, Song W, Xia Y, Xu Y, Qin W, Jiang Z. Two-Step Method for Instability Damage Detection in Tower Body of Transmission Structures Advances in Structural Engineering. 16: 219-232. DOI: 10.1260/1369-4332.16.1.219 |
0.319 |
|
| 2013 |
Wang B, Xu Y, Zhu L, Cao S, Li Y. Determination of Aerodynamic Forces on Stationary/Moving Vehicle-Bridge Deck System Under Crosswinds using Computational Fluid Dynamics Engineering Applications of Computational Fluid Mechanics. 7: 355-368. DOI: 10.1080/19942060.2013.11015477 |
0.712 |
|
| 2013 |
Li C, Zhu S, Xu Y, Xiao Y. 2.5D large eddy simulation of vertical axis wind turbine in consideration of high angle of attack flow Renewable Energy. 51: 317-330. DOI: 10.1016/J.Renene.2012.09.011 |
0.322 |
|
| 2013 |
Hu L, Xu Y, Huang W. Typhoon-induced non-stationary buffeting response of long-span bridges in complex terrain Engineering Structures. 57: 406-415. DOI: 10.1016/J.Engstruct.2013.09.044 |
0.453 |
|
| 2013 |
Su JZ, Xia Y, Chen L, Zhao X, Zhang QL, Xu YL, Ding JM, Xiong HB, Ma RJ, Lv XL, Chen AR. Long-term structural performance monitoring system for the Shanghai Tower Journal of Civil Structural Health Monitoring. 3: 49-61. DOI: 10.1007/S13349-012-0034-Z |
0.387 |
|
| 2013 |
Xia Y, Chen B, Zhou X, Xu Y. Field monitoring and numerical analysis of Tsing Ma suspension bridge temperature behavior Structural Control & Health Monitoring. 20: 560-575. DOI: 10.1002/Stc.515 |
0.305 |
|
| 2012 |
Dai H, Zhai WT, Wang LC, Xu YL, Ding S, Xie J, Gao F, Ma YH. [Clinical result of forefoot correction by the first ray stabilization combined with resection of the lesser metatarsal head procedure for patient with rheumatoid arthritis]. Zhongguo Gu Shang = China Journal of Orthopaedics and Traumatology. 25: 821-4. PMID 23342796 |
0.308 |
|
| 2012 |
Xiong J, Wang LJ, Guo W, Liu XP, Yin T, Jia X, Ma XH, Zhang HP, Xu YL. [Endovascular management of iatrogenic vascular injuries: a retrospective study of 21 cases]. Zhonghua Yi Xue Za Zhi. 92: 312-5. PMID 22490833 |
0.519 |
|
| 2012 |
Bao Y, Xia Y, Li H, Xu Y, Zhang P. Data Fusion-Based Structural Damage Detection Under Varying Temperature Conditions International Journal of Structural Stability and Dynamics. 12: 1250052. DOI: 10.1142/S0219455412500526 |
0.304 |
|
| 2012 |
Weng S, Xia Y, Zhou X, Xu Y, Zhu H. Inverse substructure method for model updating of structures Journal of Sound and Vibration. 331: 5449-5468. DOI: 10.1016/J.Jsv.2012.07.011 |
0.338 |
|
| 2012 |
Zhu LD, Li L, Xu Y, Zhu Q. Wind tunnel investigations of aerodynamic coefficients of road vehicles on bridge deck Journal of Fluids and Structures. 30: 35-50. DOI: 10.1016/J.Jfluidstructs.2011.09.002 |
0.439 |
|
| 2012 |
Xu Y, Chen Z, Xia Y. Fatigue assessment of multi-loading suspension bridges using continuum damage model International Journal of Fatigue. 40: 27-35. DOI: 10.1016/J.Ijfatigue.2012.01.015 |
0.39 |
|
| 2012 |
Zhu S, Shen W, Xu Y. Linear electromagnetic devices for vibration damping and energy harvesting: Modeling and testing Engineering Structures. 34: 198-212. DOI: 10.1016/J.Engstruct.2011.09.024 |
0.312 |
|
| 2012 |
Li S, Zhu S, Xu Y, Chen Z, Li H. Long-term condition assessment of suspenders under traffic loads based on structural monitoring system : application to the Tsing Ma Bridge Structural Control & Health Monitoring. 19: 82-101. DOI: 10.1002/Stc.427 |
0.342 |
|
| 2011 |
Liu J, Zhu S, Xu Y, Zhang Y. Displacement-based design approach for highway bridges with SMA isolators Smart Structures and Systems. 8: 173-190. DOI: 10.12989/Sss.2011.8.2.173 |
0.303 |
|
| 2011 |
Xia Y, Weng S, Xu Y. A Substructuring Method for Model Updating and Damage Identification Procedia Engineering. 14: 3095-3103. DOI: 10.1016/J.Proeng.2011.07.389 |
0.344 |
|
| 2011 |
Weng S, Xia Y, Xu Y, Zhu H. An iterative substructuring approach to the calculation of eigensolution and eigensensitivity Journal of Sound and Vibration. 330: 3368-3380. DOI: 10.1016/J.Jsv.2011.02.001 |
0.304 |
|
| 2011 |
Weng S, Xia Y, Xu Y, Zhu H. Substructure based approach to finite element model updating Computers & Structures. 89: 772-782. DOI: 10.1016/J.Compstruc.2011.02.004 |
0.324 |
|
| 2011 |
Li Q, Xu Y, Zheng Y, Guo A, Wong K, Xia Y. SHM-based F-AHP bridge rating system with application to Tsing Ma Bridge Frontiers of Architecture and Civil Engineering in China. 5: 465-478. DOI: 10.1007/S11709-011-0135-5 |
0.311 |
|
| 2011 |
Li J, Dackermann U, Xu Y, Samali B. Damage identification in civil engineering structures utilizing PCA-compressed residual frequency response functions and neural network ensembles Structural Control & Health Monitoring. 18: 207-226. DOI: 10.1002/Stc.369 |
0.319 |
|
| 2010 |
Li Q, Xu Y, Wu DJ, Chen ZW. Computer-aided Nonlinear Vehicle-bridge Interaction Analysis: Journal of Vibration and Control. 16: 1791-1816. DOI: 10.1177/1077546309341603 |
0.319 |
|
| 2010 |
Guo W, Xia H, Xu Y. Running safety analysis of a train on the Tsing Ma Bridge under turbulent winds Earthquake Engineering and Engineering Vibration. 9: 307-318. DOI: 10.1007/S11803-010-0015-3 |
0.413 |
|
| 2010 |
Xia Y, Zhang J, Xu Y, Fujino Y. Parametric Oscillation of Cables and Aerodynamic Effect Frontiers of Architecture and Civil Engineering in China. 4: 321-325. DOI: 10.1007/S11709-010-0028-Z |
0.438 |
|
| 2009 |
Chung TS, Lam ES, Wu B, Xu Y. Experimental and numerical verification of hydraulic displacement amplification damping system Structural Engineering and Mechanics. 33: 1-14. DOI: 10.12989/Sem.2009.33.1.001 |
0.331 |
|
| 2009 |
Weng S, Xia Y, Xu Y, Zhou X, Zhu H. Improved Substructuring Method For Eigensolutions Of Large-Scale Structures Journal of Sound and Vibration. 323: 718-736. DOI: 10.1016/J.Jsv.2009.01.015 |
0.32 |
|
| 2009 |
Hong X, Zhu S, Xu Y. Three‐dimensional vibration control of high‐tech facilities against earthquakes and microvibration using hybrid platform Earthquake Engineering & Structural Dynamics. 39: 615-634. DOI: 10.1002/Eqe.960 |
0.33 |
|
| 2008 |
Shum KM, Xu Y, Guo WH. Wind-induced vibration control of long span cable-stayed bridges using multiple pressurized tuned liquid column dampers Journal of Wind Engineering and Industrial Aerodynamics. 96: 166-192. DOI: 10.1016/J.Jweia.2007.03.008 |
0.399 |
|
| 2007 |
Qin X, Kwok KCS, Fok CH, Hitchcock PA, Xu Y. Wind-induced self-excited vibrations of a twin-deck bridge and the effects of gap-width Wind and Structures. 10: 463-479. DOI: 10.12989/Was.2007.10.5.463 |
0.42 |
|
| 2007 |
Qian J, Ji X, Xu Y. Two-stage damage diagnosis approach for steel braced space frame structures Engineering Structures. 29: 3277-3292. DOI: 10.1016/J.Engstruct.2007.09.011 |
0.331 |
|
| 2007 |
Guo A, Xu Y, Li H. Dynamic performance of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations — I: Theory Earthquake Engineering and Engineering Vibration. 6: 295-306. DOI: 10.1007/S11803-007-0747-X |
0.434 |
|
| 2006 |
Chan W, Xu Y, Ding X, Xiong Y, Dai W. Assessment of Dynamic Measurement Accuracy of GPS in Three Directions Journal of Surveying Engineering-Asce. 132: 108-117. DOI: 10.1061/(Asce)0733-9453(2006)132:3(108) |
0.326 |
|
| 2006 |
Ng C, Xu Y. Seismic response control of a building complex utilizing passive friction damper: experimental investigation Earthquake Engineering & Structural Dynamics. 35: 657-677. DOI: 10.1002/Eqe.549 |
0.332 |
|
| 2005 |
Zhang RR, King R, Olson L, Xu YL. Dynamic response of the Trinity River Relief Bridge to controlled pile damage: Modeling and experimental data analysis comparing Fourier and Hilbert-Huang techniques Journal of Sound and Vibration. 285: 1049-1070. DOI: 10.1016/J.Jsv.2004.09.032 |
0.337 |
|
| 2003 |
Xu Y, Guo WH. Dynamic analysis of coupled road vehicle and cable-stayed bridge systems under turbulent wind Engineering Structures. 25: 473-486. DOI: 10.1016/S0141-0296(02)00188-8 |
0.455 |
|
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