Guide to the use of the wind load provisions of ASCE 7-02

"Guide to the Use of the Wind Load Provisions of ASCE 7-02" walks practicing professionals through the complicated process of assessing wind loads on a variety of buildings and other structures as set forth in ASCE Standard 7-02. This revised guide addresses new developments in the wind load provisions of ASCE 7-02, including analytical procedures, simplified procedures, terrain exposures, and internal pressures. In order to clearly identify the scope and limitations of the Standard, "Guide to the Use of Wind Load Provisions of ASCE 7-02" provides a brief review of the background material that forms the basis for the Standard's provisions. It includes a discussion of the general format of an analytical procedure used to determine wind loads and the various wind load parameters involved in this determination, such as velocity pressure, gust response factor, and pressure coefficients. Multiple examples using this analytical procedure to determine wind load are also included and worked out in detail. "Guide to the Use of Wind Load Provisions of ASCE 7-02" will assist structural engineers who design buildings and structures following the wind load provisions.

[1]  Tat Chiu Ho,et al.  Variability Of Low Building Wind Loads , 1992 .

[2]  J. Walmsley,et al.  A simple model of neutrally stratified boundary-layer flow over complex terrain with surface roughness modulations (MS3DJH/3R) , 1986 .

[3]  Theodore Stathopoulos,et al.  Design recommendations for wind loading on buildings of intermediate height , 1989 .

[4]  T. Stathopoulos,et al.  Wind pressures on buildings with stepped roofs , 1990 .

[5]  T. Stathopoulos,et al.  Wind loads on low buildings with mono-sloped roofs , 1986 .

[6]  B. J. Vickery,et al.  Design wind speeds in regions dominated by tropical cyclones , 1983 .

[7]  J. E. Minor,et al.  A survey of glazing system behavior in multi‐story buildings during hurricane andrew , 1994 .

[8]  A. Davenport,et al.  SIMPLE APPROXIMATIONS FOR WIND SPEED-UP OVER HILLS , 1988 .

[9]  Shih-Lung Chu,et al.  Tornado Risks and Design Wind Speed , 1973 .

[10]  Joseph E. Minor.  Tornado Technology and Professional Practice , 1982 .

[11]  Ahsan Kareem,et al.  Lateral‐Torsional Motion of Tall Buildings to Wind Loads , 1985 .

[12]  Charles A. Doswell,et al.  The Tornado : its structure, dynamics, prediction, and hazards , 1993 .

[13]  G. Solari,et al.  Gust buffeting. I: Peak wind velocity and equivalent pressure; II: Dynamic alongwind response. , 1993 .

[14]  R. Marshall,et al.  Gust Factors Applied to Hurricane Winds , 1992 .

[15]  J. R. Mayne,et al.  The measurement of wind pressures on two-storey houses at Aylesbury , 1975 .

[16]  Ahsan Kareem,et al.  Performance of Offshore Platforms in Hurricane Andrew , 1994 .

[17]  J. Cermák,et al.  Wind Pressures on Buildings-Probability Densities , 1975 .

[18]  Theodore Stathopoulos,et al.  Wind Loads on Buildings with Sawtooth Roofs , 1992 .

[19]  Jon A. Peterka,et al.  Improved extreme wind prediction for the United States , 1992 .

[20]  J. Hunt,et al.  Turbulent wind flow over a low hill , 1975 .

[21]  Jack E. Cermak.  Wind-Tunnel Testing of Structures , 1977 .

[22]  T. Stathopoulos,et al.  Wind pressure on roofs of various geometries , 1991 .

[23]  Theodore Stathopoulos.  Wind Loads on Eaves of Low Buildings , 1981 .

[24]  Giovanni Solari,et al.  Gust Buffeting. II: Dynamic Alongwind Response , 1993 .