Evaluation of Mean Recurrence Intervals of Wind Effects for Tall Building Design-Reference-Cited by-同舟云学术

Evaluation of Mean Recurrence Intervals of Wind Effects for Tall Building Design

Published:2014-01 Issue:1 Volume:140 Page:04013037
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gabbai Rene D.¹,Simiu Emil²

Affiliation:

1. Assistant Professor, Catholic Univ. of America, Washington, DC 20064.

2. NIST Fellow, National Institute of Standards and Technology, Gaithersburg, MD 20899 (corresponding author).

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%29ST.1943-541X.0000818

Reference13 articles.

1. American Institute of Steel Construction (AISC). (2005). Specification for structural steel buildings Chicago.

2. ASCE. (2010). Minimum design loads for buildings and other structures Reston VA.

3. Bashor R. and Kareem A. (2009). “Load Factors for Dynamically Sensitive Structures.” 11th Americas Conf. on Wind Engineering H. Cruzado ed. Polytechnic Univ. of Puerto Rico San Juan PR.

4. Diana G. Giappino S. Resta F. Tomasini G. and Zasso A. (2009). “Motion effects on the aerodynamic forces for an oscillating tower through wind tunnel tests.” 11th European and African Conf. on Wind Engineering H. Borri ed. Univ. of Florence Florence Italy 53–56.

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