Fuzzy Probability Study on Wind-Induced Annoyance of Tall Buildings

Wind-induced annoyance of high-rise buildings was studied using fuzzy probability method. Fuzzy annoyance modes with different membership functions (MFs) were proposed to predict structural annoyance ratio in wind-induced vibration. The predictions of the annoyance ratio were compared firstly with the existing results by other researchers to verify the reliability of the method proposed in this paper. Parameters of influencing the annoyance ratio, such as membership functions and population distributions along structural height, were then investigated and assessed separately in detail by a high-rise case mode. The results show that the annoyance ratio of wind-induced vibration can be predicted rationally using the fuzzy annoyance modes. Relationship between the annoyance ratio and structural vibration acceleration can well be presented by the proposed modes, especially for the modes with MF1 and MF4. The annoyance ratio of a tall building is influenced greatly by accelerations of the upper stories, but not the lower stories. The proposed fuzzy modes provide a new and reliable way to investigate the total annoyance ratio of a building and do shine some lights on how to quantify vibration annoyance and guide structural comfort design.

[1]  Jong-Cheng Wu,et al.  Wind tunnel verification of actively controlled high-rise building in along-wind motion , 2002 .

[2]  Takeshi Goto Studies on wind-induced motion of tall buildings based on occupants' reactions , 1983 .

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

[4]  Chung Sau Kwok,et al.  Human body response to low frequency narrow-band random building motions , 2009 .

[5]  Milan Holický Fuzzy probabilistic optimisation of building performance , 1999 .

[6]  Dayang Wang,et al.  Optimum study on wind-induced vibration control of high-rise buildings with viscous dampers , 2008 .

[7]  Bijan Samali,et al.  Control of wind-induced tall building vibration by tuned mass dampers , 1992 .

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

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

[10]  Michael J. Griffin,et al.  Individual variability and its effect on subjective and biodynamic response to whole-body vibration , 1978 .

[11]  Wei-Ling Chiang,et al.  Wind-induced vibration of high-rise building with tuned mass damper including soil–structure interaction , 2008 .

[12]  Michael J. Griffin,et al.  Handbook of Human Vibration , 1990 .

[13]  Donald E. Wasserman Human vibration standards: Their use and misuse , 1990 .

[14]  Rwey-Hua Cherng Reliability of Code Provisions for Wind-Induced Discomfort , 1996 .

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

[16]  Ahsan Kareem,et al.  Probabilistic Performance Evaluation of Buildings: An Occupant Comfort Perspective , 2007 .

[17]  Kenny C. S Kwok,et al.  Occupant Comfort Criteria for Wind-excited Buildings: Based on Motion Duration , 2007 .

[18]  Kenny C. S Kwok,et al.  Perception of vibration and occupant comfort in wind-excited tall buildings , 2009 .

[19]  A. W. Irwin Perception, comfort and performance criteria for human beings exposed to whole body pure yaw vibration and vibration containing yaw and translational components , 1981 .