Acceleration Indexes for Human Comfort in Tall Buildings—Peak or RMS?

Traditionally, the effect of vibration on human comfort has been evaluated using the rms value of acceleration. More recently, a widely used criteria in North America has utilized the peak value of acceleration. The differences between these two methods are examined, and the importance of making a rational selection of the appropriate motion index for future standards is emphasized. It is proposed that, until additional research in this field demonstrates otherwise, the rms value be adopted as the best available index.

[1]  F. Meister,et al.  Die Empfindlichkeit des Menschen gegen Erschütterungen , 1935 .

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

[3]  Giovanni Solari Alongwind Response Estimation: Closed Form Solution , 1982 .

[4]  Emil Simiu,et al.  Wind Spectra and Dynamic Alongwind Response , 1974 .

[5]  C. Scruton,et al.  Wind Effects on Structures , 1970 .

[6]  S. J. Alexander,et al.  Wesleyan University Studies of Motion Sickness: I. The Effects of Variation of Time Intervals Between Accelerations Upon Sickness Rates , 1945 .

[7]  Fu-Kuei Chang Human Response to Motions in Tall Buildings , 1973 .

[8]  Thomas C. Kavanagh,et al.  Planning and environmental criteria for tall buildings , 1981 .

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

[10]  Emil Simiu,et al.  The buffeting of tall structures by strong winds , 1975 .

[11]  Erik H. Vanmarcke,et al.  Human Response to Wind-Induced Motion of Buildings , 1973 .

[12]  Michael J. Griffin,et al.  Discomfort produced by impulsive whole-body vibration , 1980 .

[13]  S. J. Alexander,et al.  Wesleyan University Studies of Motion Sickness: IV. The Effects of Waves Containing two Acceleration Levels Upon Sickness , 1945 .

[14]  Richard A. Parmelee,et al.  HUMAN PERCEPTION OF TRANSIENT VIBRATIONS , 1974 .

[15]  Nicholas Isyumov,et al.  Criteria for Acceptable Wind-Induced Motions , 1994 .

[16]  Jun Kanda,et al.  Probabilistic Evaluation of Human Perception Threshold of Horizontal Vibration of Buildings (0.125Hz to 6.0Hz) , 1994 .

[17]  T M Murray DESIGN TO PREVENT FLOOR VIBRATIONS , 1975 .