Along-Wind Load Effects on Tall Buildings: Comparative Study of Major International Codes and Standards-Reference-Cited by-同舟云学术

Along-Wind Load Effects on Tall Buildings: Comparative Study of Major International Codes and Standards

Author:

Zhou Yin¹,Kijewski Tracy²,Kareem Ahsan³

Affiliation:

1. Engineer, Malouf Engineering International, Inc., 275 West Campbell Rd Suite 611, Richardson, TX 75080.

2. Graduate Research Assistant, Dept. of Civil Engineering and Geological Science, Univ. of Notre Dame, Notre Dame, IN 46556.

3. Robert M. Moran Professor and Chair, Dept. of Civil Engineering and Geological Science, 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

Link

Reference30 articles.

1. Architectural Institute of Japan. (1996). Recommendations for loads on buildings Architectural Institute of Japan Tokyo.

2. ASCE. (1999). “Minimum Design Loads for Buildings and Other Structures.” ASCE 7-98 Reston Va.

3. “Australian Standards: SAA Loading code Part 2 - wind loads.” (1989). AS1170.2-89 Australia.

5. Gust loading factors.;Davenport A. G.;J. Struct. Div., ASCE,1967

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