Review on field monitoring of high‐rise structures

[1]  Y. Tamura,et al.  Measurement of Wind-induced Response of Buildings using RTK-GPS , 2001 .

[2]  Kenny C. S Kwok,et al.  Frequency Dependence of Human Response to Wind-Induced Building Motion , 2006 .

[3]  Yoshihiro Mataki,et al.  Full-scale measurements of wind actions on Chiba Port Tower , 1992 .

[4]  Tso-Chien Pan,et al.  Identifying Loading and Response Mechanisms from Ten Years of Performance Monitoring of a Tall Building , 2008 .

[5]  Peng Zhang,et al.  Stress Development of a Supertall Structure during Construction: Field Monitoring and Numerical Analysis , 2011, Comput. Aided Civ. Infrastructure Eng..

[6]  S. Sumitro,et al.  Sustainable structural health monitoring system , 2005 .

[7]  You-Lin Xu,et al.  Modal identification of Di Wang Building under Typhoon York using the Hilbert–Huang transform method , 2003 .

[8]  Yuan Sun,et al.  Multi-rate data fusion for dynamic displacement measurement of beam-like supertall structures using acceleration and strain sensors , 2020, Structural Health Monitoring.

[9]  Peter L. Fuhr,et al.  Performance and health monitoring of the Stafford Medical Building using embedded sensors , 1992 .

[10]  Rune Brincker,et al.  Modal identification of output-only systems using frequency domain decomposition , 2001 .

[11]  H. Adeli,et al.  Synchrosqueezed wavelet transform-fractality model for locating, detecting, and quantifying damage in smart highrise building structures , 2015 .

[12]  Humberto Varum,et al.  Global overview on advances in structural health monitoring platforms , 2016 .

[13]  Bo Chen,et al.  Field monitoring and numerical analysis of Tsing Ma Suspension Bridge temperature behavior , 2013 .

[14]  T. Saramaki A class of window functions with nearly minimum sidelobe energy for designing FIR filters , 1989, IEEE International Symposium on Circuits and Systems,.

[15]  Yi-Qing Ni,et al.  Technology innovation in developing the structural health monitoring system for Guangzhou New TV Tower , 2009 .

[16]  Alex To,et al.  Monitoring of typhoon effects on a super‐tall building in Hong Kong , 2014 .

[17]  Hong Wang,et al.  Investigation of Construction Vertical Deformation and Pre-Deformation Control for Three Super High-Rise Buildings , 2013 .

[18]  Dikai Liu,et al.  Evaluation of wind effects on a supertall building based on full-scale measurements , 2000 .

[19]  A. Seco,et al.  Assessing building displacement with GPS , 2007 .

[20]  Hui Li,et al.  The State of the Art of Data Science and Engineering in Structural Health Monitoring , 2019, Engineering.

[21]  Yi-Qing Ni,et al.  Distributed Strain Sensor Networks for In-Construction Monitoring and Safety Evaluation of a High-Rise Building , 2012, Int. J. Distributed Sens. Networks.

[22]  Mtr Jayasinghe,et al.  Effects of Axial Shortening of Columns on Design and Construction of Tall Reinforced Concrete Buildings , 2004 .

[23]  Qiusheng Li,et al.  Full-scale measurements of wind effects on the Jin Mao building , 2007 .

[24]  Ting-Hua Yi,et al.  Bayesian Combination of Weighted Principal-Component Analysis for Diagnosing Sensor Faults in Structural Monitoring Systems , 2017 .

[25]  Chin-Sheng Kao,et al.  Dynamic behavior of Taipei 101 tower: Field measurement and numerical analysis , 2011 .

[26]  Hsin Wei Wu,et al.  On-line building damage assessment based on earthquake records , 2005, Smart Materials and Structures.

[27]  Qiusheng Li,et al.  Wind tunnel and full-scale study of wind effects on a super-tall building , 2015 .

[28]  Chris Rizos,et al.  Detection of Wind-Induced Response by Wavelet Transformed GPS Solutions , 2003 .

[29]  Yukio Tamura,et al.  Full-scale structural monitoring using an integrated GPS and accelerometer system , 2006 .

[30]  Ming Gu,et al.  Equivalent Static Buffeting Loads on Structures , 2000 .

[31]  Hojjat Adeli,et al.  Signal Processing Techniques for Vibration-Based Health Monitoring of Smart Structures , 2016 .

[32]  Xilin Lu,et al.  Modal identification of Shanghai World Financial Center both from free and ambient vibration response , 2012 .

[33]  Erdal Safak,et al.  SEISMIC RESPONSE OF PACIFIC PARK PLAZA. I: DATA AND PRELIMINARY ANALYSIS , 1992 .

[34]  Young-Moon Kim,et al.  Dynamic responses of a tapered tall building to wind loads , 2001 .

[35]  H. Hao,et al.  Long term vibration monitoring of an RC slab: Temperature and humidity effect , 2006 .

[36]  Yong Xia,et al.  Typhoon- and temperature-induced quasi-static responses of a supertall structure , 2017 .

[37]  Bin Yang,et al.  Health Monitoring System Developed for Tianjin 117 High-Rise Building , 2017 .

[38]  Peng Zhang,et al.  Deformation monitoring of a super-tall structure using real-time strain data , 2014 .

[39]  Erdal Şafak,et al.  Response of a 42-storey steel-frame building to the Ms = 7.1 Loma Prieta earthquake , 1993 .

[40]  Filippo Ubertini,et al.  System identification of a super high-rise building via astochastic subspace approach. , 2011 .

[41]  He Yuncheng,et al.  Monitoring Wind Characteristics and Structural Performance of a Supertall Building during a Landfall Typhoon , 2016 .

[42]  J. Figueiras,et al.  Structural response of a concrete cable-stayed bridge under thermal loads , 2018, Engineering Structures.

[43]  Qiusheng Li,et al.  Structural health monitoring for a 600 m high skyscraper , 2018 .

[44]  Jinping Ou,et al.  The state of the art in structural health monitoring of cable-stayed bridges , 2016 .

[45]  Matteo Vagnoli,et al.  Railway bridge structural health monitoring and fault detection: State-of-the-art methods and future challenges , 2018 .

[46]  B. Peeters,et al.  Stochastic System Identification for Operational Modal Analysis: A Review , 2001 .

[47]  John B. Hughes,et al.  Recent Advances in Switched-Current Filters , 1995 .

[48]  Tracy Kijewski-Correa,et al.  Dynamic behavior of tall buildings under wind: insights from full‐scale monitoring , 2007 .

[49]  Yong Xia,et al.  Efficient calculation and monitoring of temperature actions on supertall structures , 2019, Engineering Structures.

[50]  Li Yingmin,et al.  Analysis of earthquake ground motions using an improved Hilbert–Huang transform , 2008 .

[51]  Gabriele Comanducci,et al.  The Stretching Method for Vibration‐Based Structural Health Monitoring of Civil Structures , 2017, Comput. Aided Civ. Infrastructure Eng..

[52]  Anthony F. Shakal,et al.  Structure Instrumentation in the California Strong Motion Instrumentation Program , 2001 .

[53]  Giovanni Solari,et al.  Actions monitoring as an alternative to structural rehabilitation: Case study of a river bridge , 2018, Structural Control and Health Monitoring.

[54]  Ting-Hua Yi,et al.  State-of-the-art in structural health monitoring of large and complex civil infrastructures , 2016 .

[55]  M. Çelebi,et al.  Seismic Response of Transamerica Building. I: Data and Preliminary Analysis , 1991 .

[56]  Yi-Qing Ni,et al.  Technology developments in structural health monitoring of large-scale bridges , 2005 .

[57]  Kenny C. S Kwok,et al.  Field measurements of natural periods of vibration and structural damping of wind-excited tall residential buildings , 2007 .

[58]  Dongming Feng,et al.  Investigation of dynamic properties of long‐span cable‐stayed bridges based on one‐year monitoring data under normal operating condition , 2018 .

[59]  You-Lin Xu,et al.  Temperature effect on vibration properties of civil structures: a literature review and case studies , 2012 .

[60]  Hong-Nan Li,et al.  Noise Smoothing for Structural Vibration Test Signals Using an Improved Wavelet Thresholding Technique , 2012, Sensors.

[61]  Miros Pirner,et al.  Long-time observation of wind and temperature effects on TV towers , 1999 .

[62]  AiQun Li,et al.  Temperature-induced variations of measured modal frequencies of steel box girder for a long-span suspension bridge , 2011 .

[64]  Weiyang Liao Comfort assessment of tower-like slender structures under typhoons and earthquakes , 2012 .

[65]  Ting-Hua Yi,et al.  Recent research and applications of GPS‐based monitoring technology for high‐rise structures , 2013 .

[66]  Z. N. Xie,et al.  Across‐wind dynamic response of high‐rise building under wind action with interference effects from one and two tall buildings , 2009 .

[67]  Branko Glisic,et al.  Ten-year monitoring of high-rise building columns using long-gauge fiber optic sensors , 2013 .

[68]  J M W Brownjohn,et al.  Structural health monitoring of civil infrastructure , 2007, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[69]  T. Balendra,et al.  Design of tall residential buildings in Singapore for wind effects , 2003 .

[70]  Mehmet Çelebi Seismic Response of Eccentrically Braced Tall Building , 1993 .

[71]  Bo Chen,et al.  Monitoring temperature effect on a long suspension bridge , 2009 .

[72]  Linren Zhou,et al.  Field monitoring and numerical simulation of the thermal actions of a supertall structure , 2017 .

[73]  James M. W. Brownjohn,et al.  Temperature analysis of a long-span suspension bridge based on field monitoring and numerical simulation , 2016 .

[74]  Ming Gu,et al.  Experimental evaluation of aerodynamic damping of square super high-rise buildings , 2005 .

[75]  Roger Ghanem,et al.  A novel approach for the structural identification and monitoring of a full-scale 17-story building based on ambient vibration measurements , 2008 .

[76]  Terry R. McDonnell,et al.  Measured Shortening and Its Effects in a Chicago High-Rise Building , 2003 .

[77]  Jerome P. Lynch Design of a wireless active sensing unit for localized structural health monitoring , 2005 .

[78]  Yukio Tamura,et al.  Wind-induced responses of an airport tower : efficiency of tuned liquid damper , 1996 .

[79]  Ming Gu,et al.  Envelope Random Decrement Technique for Identification of Nonlinear Damping of Tall Buildings , 2016 .

[80]  Tso-Chien Pan,et al.  Correlating measured and simulated dynamic responses of a tall building to long-distance earthquakes , 2004 .

[81]  Hongping Zhu,et al.  Substructure based approach to finite element model updating , 2011 .

[82]  Jun Kanda,et al.  Characteristics of aerodynamic forces and pressures on square plan buildings with height variations , 2010 .

[83]  R. Fang,et al.  Seismic deformation of the Mw 8.0 Wenchuan earthquake from high-rate GPS observations , 2010 .

[84]  Rongrong Hou,et al.  Temperature-induced displacement of supertall structures: A case study , 2018, Advances in Structural Engineering.

[85]  Yiqing Xiao,et al.  Full-scale measurements of wind effects on Guangzhou West Tower , 2012 .

[86]  Qiusheng Li,et al.  Dynamic characteristics and wind-induced responses of a super-tall building during typhoons , 2013 .

[87]  Ming Gu,et al.  Across-wind loads of typical tall buildings , 2004 .

[88]  Yukio Tamura,et al.  Evaluation perception of wind-induced vibration in buildings , 2006 .

[89]  Jung-Han Lee,et al.  Development of the Neural Network Algorithm for the Prediction of Column Shortening in High-Rise Buildings , 2012 .

[90]  Kenny C. S Kwok,et al.  Dynamic characteristics and wind-induced response of two high-rise residential buildings during typhoons , 2005 .

[91]  Sami H. Rizkalla,et al.  Effect of Temperature on Daily Modal Variability of a Steel-Concrete Composite Bridge , 2012 .

[92]  Hyo Seon Park Optimal compensation of differential column shortening in high-rise buildings† , 2003 .

[93]  Weiqi Wang,et al.  Frequency modification of continuous beam bridge based on co-integration analysis considering the effect of temperature and humidity , 2019 .

[94]  Yong Xia,et al.  Variation of structural vibration characteristics versus non-uniform temperature distribution , 2011 .

[95]  Lu Chen,et al.  Long-term structural performance monitoring system for the Shanghai Tower , 2013 .

[96]  Hongping Zhu,et al.  Damage detection using the eigenparameter decomposition of substructural flexibility matrix , 2013 .

[97]  David P. Thambiratnam,et al.  A numerical method to quantify differential axial shortening in concrete buildings , 2010 .

[98]  Xin Zhao,et al.  Settlement Monitoring of a Supertall Building Using the Kalman Filtering Technique and Forward Construction Stage Analysis , 2014 .

[99]  Ahsan Kareem,et al.  Validating wind-induced response of tall buildings : Synopsis of the chicago full-scale monitoring program , 2006 .

[100]  J. Kennedy,et al.  TEMPERATURE DISTRIBUTION IN COMPOSITE BRIDGES , 1987 .

[101]  Tadeusz Chmielewski,et al.  The Stuttgart TV Tower — displacement of the top caused by the effects of sun and wind , 2008 .

[102]  Lei Wang,et al.  Review of Benchmark Studies and Guidelines for Structural Health Monitoring , 2013 .

[103]  James M. W. Brownjohn Lateral loading and response for a tall building in the non-seismic doldrums , 2005 .

[104]  Hojjat Adeli,et al.  New method for modal identification of super high‐rise building structures using discretized synchrosqueezed wavelet and Hilbert transforms , 2017 .

[105]  Guang-Dong Zhou,et al.  Thermal Load in Large-Scale Bridges: A State-of-the-Art Review , 2013, Int. J. Distributed Sens. Networks.

[106]  J. R. Wu,et al.  Field measurements of boundary layer wind characteristics and wind-induced responses of super-tall buildings , 2008 .

[107]  Hongnan Li,et al.  A new method for optimal selection of sensor location on a high-rise building using simplified finite element model , 2011 .

[108]  J. Doh,et al.  Experimental and numerical investigations of axially loaded RC walls restrained on three sides , 2018 .

[109]  Yiqing Xiao,et al.  Field measurements of typhoon effects on a super tall building , 2004 .

[110]  Zhengnong Li,et al.  Wind tunnel and full-scale study of wind effects on China’s tallest building , 2006 .

[111]  O. S. Salawu Detection of structural damage through changes in frequency: a review , 1997 .

[112]  Gérard Lachapelle,et al.  Dynamic Deformation Monitoring of Tall Structure Using GPS Technology , 1995 .

[113]  Ka-Veng Yuen,et al.  Ambient interference in long-term monitoring of buildings , 2010 .

[114]  You-Lin Xu,et al.  Inverse substructure method for model updating of structures , 2012 .

[115]  Naoki Satake,et al.  Evaluation of vibration properties of high-rise steel buildings using data of vibration tests and earthquake observations , 1996 .

[116]  Qiusheng Li,et al.  Monitoring of wind effects on 600 m high Ping-An Finance Center during Typhoon Haima , 2018, Engineering Structures.

[117]  Hyo Seon Park,et al.  Application of GPS to monitoring of wind‐induced responses of high‐rise buildings , 2008 .

[118]  Hyo Seon Park,et al.  Moving average correction method for compensation of differential column shortenings in high-rise buildings , 2013 .

[119]  Huan Zhou,et al.  A Computationally Efficient Algorithm for Real‐Time Tracking the Abrupt Stiffness Degradations of Structural Elements , 2016, Comput. Aided Civ. Infrastructure Eng..

[120]  Zhao-Dong Xu,et al.  Simulation of the Effect of Temperature Variation on Damage Detection in a Long-span Cable-stayed Bridge , 2007 .