Risk assessment model for wind-induced fatigue failure of cantilever traffic signal structures

[1]  Genda Chen,et al.  Fatigue Assessment of Traffic Signal Mast Arms Based on Field Test Data Under Natural Wind Gusts , 2001 .

[2]  Mike McPherson,et al.  Basic Cost Engineering , 1981 .

[3]  M G Barker,et al.  STRAIN MEASUREMENTS ON TRAFFIC SIGNAL MAST ARMS , 1999 .

[4]  Sharon L. Wood,et al.  Field Testing of Cantilevered Traffic Signal Structures underTruck-Induced Gust Loads , 2007 .

[5]  R. Scanlan,et al.  Resonance, Tacoma Narrows bridge failure, and undergraduate physics textbooks , 1991 .

[6]  Emil Simiu,et al.  Design of Buildings and Bridges for Wind: A Practical Guide for ASCE-7 Standard Users and Designers of Special Structures , 2006 .

[7]  Mario Paz,et al.  Structural Dynamics: Theory and Computation , 1981 .

[8]  James R. McDonald,et al.  On galloping vibration of traffic signal structures , 1998 .

[9]  Ronald A. Cook,et al.  DAMPING OF CANTILEVERED TRAFFIC SIGNAL STRUCTURES , 2001 .

[10]  Jerome F. Hajjar,et al.  Fatigue-Resistant Design for Overhead Signs, Mast-Arm Signal Poles, and Lighting Standards , 2006 .

[11]  James R. McDonald,et al.  WIND LOAD EFFECTS ON SIGNS, LUMINAIRES, AND TRAFFIC SIGNAL STRUCTURES. FINAL REPORT , 1995 .

[12]  A. P,et al.  Mechanical Vibrations , 1948, Nature.

[13]  N. Null.  Minimum Design Loads for Buildings and Other Structures , 2003 .

[14]  Genda Chen,et al.  Forensic Investigation of Failed Mast Arms of Traffic Signal Supported Structures , 2002 .

[15]  Sharon L. Wood,et al.  Field Tests and Analytical Studies of the Dynamic Behavior andthe Onset of Galloping in Traffic Signal Structures , 2007 .

[16]  Ali Fatemi,et al.  Cumulative fatigue damage and life prediction theories: a survey of the state of the art for homogeneous materials , 1998 .

[17]  H. R. Hamilton,et al.  TRAFFIC SIGNAL STRUCTURE RESEARCH , 1999 .

[18]  J M South.  FATIGUE ANALYSIS OF OVERHEAD SIGN AND SIGNAL STRUCTURES. INTERIM REPORT , 1994 .

[19]  R. Blevins,et al.  Flow-Induced Vibration , 1977 .

[20]  Narendra Pulipaka.  Wind-induced vibrations of cantilevered traffic signal structures , 1995 .

[21]  H. R. Hamilton,et al.  INCREASED DAMPING IN CANTILEVERED TRAFFIC SIGNAL STRUCTURES , 2000 .

[22]  Alain Nussbaumer,et al.  RESISTANCE OF WELDED DETAILS UNDER VARIABLE AMPLITUDE LONG-LIFE FATIGUE LOADING , 1993 .

[23]  Michael S. Bowman,et al.  Applied Economic Analysis for Technologists, Engineers, and Managers , 1998 .

[24]  Henry Liu,et al.  Wind engineering : a handbook for structural engineers , 1991 .

[25]  Yung-Li Lee,et al.  2 – FATIGUE DAMAGE THEORIES , 2005 .

[26]  Svend Ole Hansen,et al.  Wind Loads on Structures , 1997 .

[27]  Robert J. Dexter,et al.  FATIGUE-RESISTANT DESIGN OF CANTILEVERED SIGNAL, SIGN, AND LIGHT SUPPORTS , 1998 .

[28]  Wai-Fah Chen,et al.  Bridge Engineering Handbook , 1999 .

[29]  寺岡 寛,et al.  Engineering Economics , 2018, Nature.

[30]  J. D. Holmes,et al.  Wind Loading of Structures , 2001 .

[31]  Fouad H. Fouad,et al.  Proposed Revisions to AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals , 1999 .

[32]  Xxyyzz,et al.  Minimum Design Loads for Buildings and Other Structures , 1990 .

[33]  Genda Chen,et al.  Signal Mast Arm Fatigue Failure Investigation , 2003 .