Wind Load Statistics for Probability-Based Structural Design-Reference-Cited by-同舟云学术

Wind Load Statistics for Probability-Based Structural Design

Published:1999-04 Issue:4 Volume:125 Page:453-463
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Ellingwood Bruce R.,Tekie Paulos Beraki

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%281999%29125%3A4%28453%29

Reference37 articles.

1. Algermissen S. T. and Perkins D. M. ( 1976). “A probabilistic estimate of maximum acceleration in rock in the contiguous United States.” Open File Rep. 76-416 U.S. Geological Survey Denver Colo.

2. Hurricane Wind Speeds in the United States

3. Cook N. J. and Mayne J. R. ( 1979). “A novel working approach to the assessment of wind loads for equivalent static design.” J. Wind Engrg. and Indust. Aerodyn. 4 149–164.

4. Delphi Methods: Theory and Design Load Application

5. Davenport A. G. Isyumov N. and Surry D. ( 1979). “The role of wind tunnel studies in design against wind.” Proc. ASCE Spring Convention ASCE Reston Va.

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