STRUCTURAL CONTROL 543
Active Mass Driver System for Suppressing Wind Induced Vibration of the Canton Tower&Huaibing Xu,Chunwei Zhang,Hui Li,Jinping Ou 543
Damping Properties of Stay Cable-passive Damper System Installed with Visco-elastic Damper&Min Liu,Guangqiao Zhang 551
Effect of Walking Load Model on TMD in Reducing Floor Vibration&Ruotian Xu,Jun Chen 559
Energy Analysis of Inter-story Isolation System&Xiangxiu Li,PingTan,Liangkun Liu,Dewen Liu,Fulin Zhou 566
Experimental Study on the Hysteretic Behavior of Shear Panel Dampers Made of Low Yield Point Steel&Zhongshuang Song,Jilong Li 572
Pounding Mitigation of Highway Bridges with Shape Memory Alloy Pseudo-rubber&Suchao Li,Anxin Guo,Chenxi Mao,Hui Li 580
Seismic Retrofitting of an Existing Building Using Steel-plate Dampers witb Diamond Openings&Lin Liu,Wei Tian,Peng Zhang 587
Suspension Settlement Regulation of Magneto-rheological Fluids Using Pulsed Magnetic Fields&Tengfeng Chu,Yongbo Peng,Ying Feng,Jianbing Chen 595
STRUCTURAL HEALTH MONITORING 605
A Mobile Impact Testing Method for Rapid Bridge Evaluation&Jian Zhang 605
Ambient Vibration Analysis for Structural Identification of High-rise Buildings&Y.Zhou,D.X.Tan,L.M.Xie,Y.Z.Jiang,W.J.Yi 612
An Improved Model for Fatigue Reliability Assessment of Steel Bridges：Formulation and Application&X.W.Ye,D.B.Fu,Y Q.Ni,K.Y.Wong,S.F.Jiang 620
Application of Compressed Sensing Theory to Damage Detection Using Frequency Data Only&Yong Xia,Xiaoqing Zhou 627
Assessment on Temperature Effects on a Long Span Suspension Railway Bridge&Bo Chen,Xiuli Li,Shenglin Zhao,Yong Xia 636
Controlled Substructure Identification for Structural Health Monitoring of Shear Structures&Dongyu Zhang,Hui Li 646
Damage Detection of Long Cable-supported Bridges Based on Stress Influence Line&Zhiwei Chen,Qinlin Cai,Songye Zhu 652
Damage Identification for Simply Nonlinear Structure Using Substructure Isolation Method&Jilin Hou,Jinping Ou,Lukasz Jankowski 660
Design of a Wireless Fast Detection System for Bridge&Yan Yu,Xingquan Mao,Shujin Laima,Yuequan Bao,Zhenfeng Hou,Jinping Ou 666
Experimental Study on Damage Detection Using an Improved Extended Kalman Filter&Zhilu Lai,Songye Zhu,Ying Lei,Youlin Xu,Xiaohua Zhang 674
Management and Maintenance System for Long-span Cable-stayed Bridges Based on ASP.NET&Deshan Shan,Junying Zhang,Zhenxing Huang,Qiao Li 681
Mobile Wireless Sensor Technique for Structural Health Monitoring&Yuequan Bao,Feng Wu,Jingran He,Hui Lii 688
Parameter Variability Estimation by Stochastic Model Updating&Shengen Fang,Qiuhu Zhang,Youqin Lin 695
Random Differential Settlement Effects on Reliability of Existed Bridges&Zuocai Wang,Genda Chen,Weixin Ren 702
Simultaneous Identification of Structural Loads and Parameters Based on State Observer&Qingxia Zhang,Zhongdong Duan,Lukasz Jankowski 710
Structural Identification Study of a Steel Multi-girder Bridge Based on Multiple Reference Impact Test&Y.Zhou,J.Prader,J.Weidner,F.Moon,A.E.Aktan,J.Zhang,W.J.Yi 716
The Stiffness and Flexibility of Free-free Substructure in Modal Space&Shun Weng,Yang Chen,Hongping Zhu 724
Wireless Sensor Integration for Structural Health Monitoring&Chengyin Liu,Xianyin He 731
Vibration Characteristics of BFRP Cables for Long-span Cable-stayed Bridges&Yaqiang yang,Xin Wang,Zhishen Wu,Gang Wu 739
SYSTEM ID＆ASSESSMENT＆DAMAGE DETECTION 749
Experimental Study of Structural Damage Detection Method Based on the IMPSCO Algorithm&Shaofei Jiang,Siyao Wu,Liqiang Dong 749
Experimental Validation of a Two-step Kalman Filter Approach&Ying Lei,Feng Chen 757
FE Model Updating of Continuous Girder Bridges Based on Response Surface Method&Rumian Zhong,Fengfeng Li,Yu Gu,Zhouhong Zong 762
Finite Element Model Updating of Single Pylon Cable-stayed Bridges Based on ANN and Substructure&Deshan Shan,Dehao Ding,Qiao Li,Erhua Zhang 773
Human Induced Walking Load Model Based on the Body Center of Mass Trajectory&William Xu,Jun Chen,Mengshi Zhang 782
Identification of Source Location Based on Compressive Sensing and Wave Propagation&Wentao Wang,Hui Li,Yuequan Bao,Fodan Deng,Wensong Zhou 789
Impedance Analysis on Piezoelectric Smart Beam with a Crack Based on Spectral Element Method&Hongyuan Song,Dansheng Wang,Hongping Zhu,Weiping He,Ming Li 797
Interface Debonding Detection for CFSTs Based on Wavelet Packet Energy Spectrum with PZT&Bing Li,Bin Xu 803
Modal Parameters Identification of Bridge Structure Based on Improved Hilbert-huang Transformation&Deshan Shan,Yanwen Su,Qiao Li,Zhaoxu Wu 811
Optimal Sensor Placement Based on Damaged Probability for Multi-type Sensors&Xiaodong Sun,Gangling Hou,Yuemin Wang,Qiang Chen 821
Significant Failure Mode Identification and Structural Reliability Analysis for a CFST Arch Bridge System&Xin Gao,Lei Wang 828
Singular Spectrum Analysis：Methodology and Application Case&Mengning Lv,Qingshan Yang,Na Yang 835
The Damage Detection of the Shield Tunnel Segment Joints at Longitudinal Seams Based on the Principle of Minimum Dissipation of Energy&Youhua Ma,Lin Li,Hongping Zhu 841
Vibration Performance Assessment of an As-built Long-span Concrete Floor through Field Measurements&Jun Chen,Wei Liu,Shixin Yan,Ruotian Xu 848
Dynamic Force Identification Based on Subsection Integral Method&Xun Xu,Jinping Ou 857
WIND ENGINEERING 865
Characteristics of Wind Pressure Spectra on Large Span Flat Roofs under Conical Vortex&Ning Su,Ying Sun,Yue Wu 865
Dynamic Response of Offshore Wind Turbines subjected to Joint Wave and Wind Loads&Weiliang Liu,Jianbing Chen,Wenfeng Liu,M.Sichani,Jie Li,S.R.K.Nielsen 872
Protection Effect of Railway Wind Barrier under Cross Wind&Huoyue Xiang,Yongle Li,Haili Liao 879
Surface Wind Load Properties of a Super High-rise Building under Steady Suction Control&Shibo Tao,Dabo Xin,Aiping Tang,Hui Li,Jinping Ou 890
The Influence Analysis of Phase Angle on Downburst Loading&Honghai Li,Jinping Ou 897
Wind Tunnel Experiments of Wind Loadings on Super-large Cooling Towers&Zhibin Ding,Lin Zhao,Xu Chen,Yaojun Ge 905
Estimation of Oscillation Amplitudes of Rectangular Cylinders at Combined VIV and Galloping-Part I：Parametric Analysis&Shuai Zhou,Zhengqing Chen,Xugang Hua,Huawei Niu 913
Estimation of Oscillation Amplitudes of Rectangular Cylinders at Combined VIV and Galloping-Part Ⅱ：Empirical Formula&Shuai Zhou,Zhengqing Chen,Xugang Hua,Huawei Niu 920
Flow Control for Vortex Induced Vibration of a Circular Cylinder Based on a Travelling Wave Wall&Feng Xu,Wenli Chen,Yiqing Xiao,Hui Li,Jinping Ou 925