Reliability of Tower and Tower-Line Systems under Spatiotemporally Varying Wind or Earthquake Loads

AbstractTowers or tower-line systems within a power network can experience damages under rare earthquakes or strong winds. The estimation of the failure probability of a tower-line system is rarely...

[1]  Murty K. S. Madugula,et al.  Flexural Buckling of Steel Angles: Experimental Investigation , 1996 .

[2]  Anestis S. Veletsos,et al.  Dynamic stiffness of parabolic cables , 1983 .

[3]  Acir Mércio Loredo-Souza,et al.  The effects of high winds on transmission lines , 1998 .

[4]  Han Ping Hong,et al.  Effect of wind direction on the response and capacity surface of a transmission tower , 2013 .

[5]  K. S. Sivakumaran,et al.  True Stress-True Strain Models for Structural Steel Elements , 2011 .

[6]  David C. Booth,et al.  The Wenchuan Earthquake of 2008: Anatomy of a Disaster , 2011 .

[7]  T.C.E. Ho,et al.  Capacity of a transmission tower under downburst wind loading , 2016 .

[8]  Turan Gönen,et al.  Electric Power Transmission System Engineering: Analysis and Design , 1988 .

[9]  Julian J. Bommer,et al.  Scaling of spectral displacement ordinates with damping ratios , 2005 .

[10]  David M. Boore,et al.  Simulation of Ground Motion Using the Stochastic Method , 2003 .

[11]  M. El-Attar,et al.  Response of transmission lines to multiple support excitation , 1996 .

[12]  I. M. Idriss,et al.  Damping Scaling Factors for Vertical Elastic Response Spectra for Shallow Crustal Earthquakes in Active Tectonic Regions , 2014 .

[13]  Ashraf A. El Damatty,et al.  Review on dynamic and quasi-static buffeting response of transmission lines under synoptic and non-synoptic winds , 2016 .

[14]  Han Ping Hong,et al.  Simulation of Multiple-Station Ground Motions Using Stochastic Point-Source Method with Spatial Coherency and Correlation Characteristics , 2013 .

[15]  P Disney,et al.  Modelling of tornado and microburst-induced wind loading and failure of a lattice transmission tower , 2001 .

[16]  A. H. Peyrot,et al.  Reliability of Transmission Structures Including Nonlinear Effects , 1998 .

[17]  Gail M. Atkinson,et al.  Earthquake Ground-Motion Prediction Equations for Eastern North America , 2006 .

[18]  Gail M. Atkinson,et al.  Earthquake Ground-Motion Prediction Equations for Eastern , 2007 .

[19]  Katsu Goda,et al.  Orientation-Dependent Ground-Motion Measure for Seismic-Hazard Assessment , 2007 .

[20]  A. Kiureghian.  A COHERENCY MODEL FOR SPATIALLY VARYING GROUND MOTIONS , 1996 .

[21]  Gregory A. Kopp,et al.  Assessment of capacity curves for transmission line towers under wind loading , 2010 .

[22]  Guohuan Liu,et al.  Seismic Response of Power Transmission Tower-Line System Subjected to Spatially Varying Ground Motions , 2010 .

[23]  E. Vanmarcke,et al.  Stochastic Variation of Earthquake Ground Motion in Space and Time , 1986 .

[24]  Anshel J. Schiff,et al.  Northridge earthquake : lifeline performance and post-earthquake response , 1995 .

[25]  Li Jie.  Investigation on Tower Collapses of 500 kV Renshang 5237 Transmission Line Caused by Downburst , 2006 .

[26]  A. G. Davenport,et al.  The relationship of wind structure to wind loading , 1966 .

[27]  H. Hong,et al.  Assessment of Coherency for Bidirectional Horizontal Ground Motions and Its Application for Simulating Records at Multiple Stations , 2014 .

[28]  Dimitrios Vamvatsikos,et al.  Incremental dynamic analysis , 2002 .

[29]  Katsuichiro Goda,et al.  Deaggregation of seismic loss of spatially distributed buildings , 2009 .

[30]  Douglas A. Foutch,et al.  Translating Research to Practice: FEMA/SAC Performance-Based Design Procedures , 2003 .

[31]  H. Hong,et al.  Spatial correlation of peak ground motions and response spectra , 2008 .

[32]  Helmut Krawinkler,et al.  PROS AND CONS OF A PUSHOVER ANALYSIS OF SEISMIC PERFORMANCE EVALUATION , 1998 .

[33]  Phill-Seung Lee,et al.  Elastoplastic large deformation analysis of a lattice steel tower structure and comparison with full-scale tests , 2007 .

[34]  M. Novak,et al.  Pipeline Response to Random Ground Motion , 1980 .

[35]  Masanobu Shinozuka,et al.  ARMA Representation of Random Processes , 1985 .

[36]  Kazuhiko Kawashima,et al.  MODIFICATION OF EARTHQUAKE RESPONSE SPECTRA WITH RESPECT TO DAMPING , 1984 .

[37]  T. Liu,et al.  Simulation of Horizontal Ground Motions with Spatial Coherency in Two Orthogonal Horizontal Directions , 2015 .

[38]  Emil Simiu,et al.  Wind Effects on Structures , 2019 .

[39]  David M. Boore,et al.  Estimated Ground Motion From the 1994 Northridge, California, Earthquake at the Site of the Interstate 10 and La Cienega Boulevard Bridge Collapse, West Los Angeles, California , 2003 .

[40]  Jie Li,et al.  Probability density evolution analysis on dynamic response and reliability estimation of wind-excited transmission towers , 2007 .

[41]  P.C.G. da S. Vellasco,et al.  Structural assessment of current steel design models for transmission and telecommunication towers , 2005 .

[42]  Han Ping Hong,et al.  Reliability of steel frames designed in accordance with the National Building Code of Canada seismic provisions and its implication in codified design , 2010 .