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Definition of Wind Profiles in ASCE 7

  • Published:2002-08 Issue:8 Volume:128 Page:1082-1086
  • ISSN:0733-9445
  • Container-title:Journal of Structural Engineering
  • language:en
  • Short-container-title:J. Struct. Eng.

Author:

Zhou Yin1,Kareem Ahsan2

Affiliation:

1. Engineer, Malouf Engineering International, Incorporated, 275 West Campbell Road, Suite 611, Richardson, TX 75080.

2. Robert M. Moran, Professor and Chair, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference9 articles.

1. Architectural Institute of Japan (AIJ). (1996). “ Recommendations for loads on buildings .” AIJ.

2. American Society of Civil Engineers (ASCE) (1999) “Minimum design loads for buildings and other structures.” ASCE 7-98 ASCE Reston Va.

3. Wind speeds over short periods of time.;Durst C. D.;Meteo-rol. Mag.,1960

4. Eurocode 1 (1965). “Basis of design and actions on structures—Parts 2–4: Actions on structures—Wind actions.” European Prestandard ENV 1991-2-4 .

5. National Research Council of Canada (NRCC) (1996). User’s guide-NBCC1995 structural commentaries (Part 4) .
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