Field vibration evaluation and dynamics estimation of a super high-rise building under typhoon conditions: data-model dual driven
暂无分享,去创建一个
[1] You-Wu Wang,et al. Full-scale monitoring of wind effects on a supertall structure during six tropical cyclones , 2021, Journal of Building Engineering.
[2] Andrew Allsop,et al. Field measurement and validation of structural dynamic parameters of skyscrapers under super typhoon excitation , 2021, Journal of Civil Structural Health Monitoring.
[3] V. Lapin,et al. Dynamics of High-Rise Building During Earthquake , 2020, Lecture Notes in Civil Engineering.
[4] You Dong,et al. Monitoring dynamic characteristics of 600 m+ Shanghai Tower during two consecutive typhoons , 2020, Structural Control and Health Monitoring.
[5] A. Kareem,et al. Identification of Vortex-Induced Vibration of Tall Building Pinnacle Using Cluster Analysis for Fatigue Evaluation: Application to Burj Khalifa , 2020 .
[6] Wensu Chen,et al. Finite element modelling of dynamic bonding behaviours between fibre reinforced polymer sheet and concrete , 2020 .
[7] Wei Pan,et al. Structural design of high‐rise buildings using steel‐framed modules: A case study in Hong Kong , 2020, The Structural Design of Tall and Special Buildings.
[8] Hao Zhu,et al. Displacement reconstruction from measured accelerations and accuracy control of integration based on a low-frequency attenuation algorithm , 2020 .
[9] Xiao Li,et al. Dynamic Behavior of Supertall Building with Active Control System during Super Typhoon Mangkhut , 2020 .
[10] A. Xu,et al. Wind interference effects of a ventilated supertall building on its neighboring supertall building—A case study , 2020, The Structural Design of Tall and Special Buildings.
[11] Xiao Li,et al. Eliminating Beating Effects in Damping Estimation of High-Rise Buildings , 2019 .
[12] Liu Qihe. Integration of Vibration Acceleration Signal Based on LabVIEW , 2019, Journal of Physics: Conference Series.
[13] A. Xu,et al. Evaluation of Wind-Induced Response Bounds of High-Rise Buildings Based on a Nonrandom Interval Analysis Method , 2018, Shock and Vibration.
[14] Hh Henri Achten,et al. Parametric wind design , 2018, Frontiers of Architectural Research.
[15] Carol C. Menassa,et al. Personalized human comfort in indoor building environments under diverse conditioning modes , 2017 .
[16] Sadegh Sadeghzadeh,et al. Modal identification of single layer graphene nano sheets from ambient responses using frequency domain decomposition , 2017 .
[17] Yong Xia,et al. Typhoon- and temperature-induced quasi-static responses of a supertall structure , 2017 .
[18] Li Zhang,et al. Wind effects on Shenzhen Zhuoyue Century Center: Field measurement and wind tunnel test , 2017 .
[19] Haibei Xiong,et al. Structural health monitoring of Shanghai Tower during different stages using a Bayesian approach , 2016 .
[20] Jiyang Fu,et al. Wind‐induced inter‐story drift analysis and equivalent static wind load for multiple targets of tall buildings , 2016 .
[21] Ahsan Kareem,et al. Near-Real-Time Hybrid System Identification Framework for Civil Structures with Application to Burj Khalifa , 2016 .
[22] Zhuangning Xie,et al. Evaluation of wind loads on super‐tall buildings from field‐measured wind‐induced acceleration response , 2014 .
[23] Ahsan Kareem,et al. SmartSync: An Integrated Real-Time Structural Health Monitoring and Structural Identification System for Tall Buildings , 2013 .
[24] Lu Chen,et al. Long-term structural performance monitoring system for the Shanghai Tower , 2013 .
[25] Ming Gu,et al. Field Measurement of Wind Characteristics of Typhoon Muifa on the Shanghai World Financial Center , 2012, Int. J. Distributed Sens. Networks.
[26] Xinzheng Lu,et al. Collapse simulation of a super high-rise building subjected to extremely strong earthquakes , 2011 .
[27] Filipe Magalhães,et al. Online automatic identification of the modal parameters of a long span arch bridge , 2009 .
[28] Jack E. Cermak,et al. Random decrement based method for modal parameter identification of a dynamic system using acceleration responses , 2007 .
[29] James M. W. Brownjohn,et al. Ambient vibration studies for system identification of tall buildings , 2003 .
[30] B. Peeters,et al. Reference based stochastic subspace identification in civil engineering , 1999 .
[31] N. Huang,et al. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis , 1998, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.
[32] W. Staszewski. IDENTIFICATION OF DAMPING IN MDOF SYSTEMS USING TIME-SCALE DECOMPOSITION , 1997 .
[33] Long T. Phan,et al. Dynamic characteristics of five tall buildings during strong and low‐amplitude motions , 1993 .
[34] Yong-Lin Pi,et al. Modal Identification of Vibrating Structures Using ARMA Model , 1989 .
[35] You Dong,et al. Wind characteristics atop Shanghai Tower during typhoon Jongdari using field monitoring data , 2021 .
[36] X. Zhaoa,et al. Structural Design of Shanghai Tower for Wind Loads , 2011 .
[37] Chin-Sheng Kao,et al. Dynamic behavior of Taipei 101 tower: Field measurement and numerical analysis , 2011 .
[38] Y. Ni,et al. Bayesian probabilistic assessment of occupant comfort of high-rise structures based on structural health monitoring data , 2022 .