Serviceability design factors for wind-sensitive structures

Wind-sensitive buildings can experience excessive vibrations that cause discomfort and interruption of the activities of the inhabitants of the buildings. To ensure the desired serviceability, codes, standards, and their commentaries have proposed perception curves that limit the expected (or mean) peak acceleration or standard deviation of the acceleration of the buildings. These perception curves are developed based on perceived vibration alone and do not consider the uncertainty in structural dynamic characteristics (i.e., natural frequency of vibration and ratio of damping) and loads such as the wind loading. Therefore, the annual probability that the perception curve is not exceeded for a building whose design is based on the perception curve is unknown. In this study, serviceability design factors are calibrated for selected targeted annual probability of perception levels by considering the uncertainty in the structural dynamic characteristics, wind characteristics, as well as in the human percepti...

[1]  John W. Reed Wind-induced motion and human discomfort in tall buildings , 1971 .

[2]  Han Ping Hong,et al.  Probabilistic assessment of wind-sensitive structures with uncertain parameters , 2001 .

[3]  Peter W. Chen,et al.  Human Perception Thresholds of Horizontal Motion , 1972 .

[4]  Bruce R. Ellingwood,et al.  Wind Load Statistics for Probability-Based Structural Design , 1999 .

[5]  Bre,et al.  AN ASSESSSMENT OF THE ACCURACY OF PREDICTING THE FUNDAMENTAL NATURAL FREQUENCIES OF BUILDINGS AND THE IMPLICATIONS CONCERNING THE DYNAMIC ANALYSIS OF STRUCTURES. , 1980 .

[6]  A. Davenport The spectrum of horizontal gustiness near the ground in high winds , 1961 .

[7]  Alan G. Davenport,et al.  Gust Loading Factors , 1967 .

[8]  Bruce Ellingwood,et al.  Development of a probability based load criterion for American National Standard A58 , 1980 .

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

[10]  Ahsan Kareem,et al.  Reliability analysis of wind-sensitive structures , 1990 .

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

[12]  A W Irwin,et al.  HUMAN RESPONSE TO DYNAMIC MOTION OF STRUCTURES , 1978 .

[13]  B. J. Vickery,et al.  Across-wind vibrations of structures of circular cross-section. Part I. Development of a mathematical model for two-dimensional conditions , 1983 .

[14]  Wenxing Zhou,et al.  Load factor calibration for the proposed 2005 edition of the National Building Code of Canada: Statistics of loads and load effects , 2003 .

[15]  B. J. Vickery,et al.  Lift or Across-Wind Response to Tapered Stacks , 1972 .

[16]  A G Davenport,et al.  NOTE ON THE DISTRIBUTION OF THE LARGEST VALUE OF A RANDOM FUNCTION WITH APPLICATION TO GUST LOADING. , 1964 .

[17]  Y. C. Kim,et al.  WIND RESPONSE CHARACTERISTICS FOR HABITABILITY FOR TALL BUILDINGS IN JAPAN , 2008 .

[18]  Melissa D Burton Effects of low frequency wind-induced building motion on occupant comfort , 2006 .

[19]  Takeshi Goto 居住性に観点を置いた高層建築物に生じる振動の評価に関する研究 : (その 1) 振動に対する人間の各種反応 , 1975 .

[20]  A. Pozos-Estrada,et al.  Reliability of structures with tuned mass dampers under wind-induced motion: a serviceability consideration , 2011 .

[21]  A G Davenport,et al.  THE RESPONSE OF SLENDER, LINE-LIKE STRUCTURES TO A GUSTY WIND. , 1962 .