Peak Factors for Non-Gaussian Load Effects Revisited-Reference-Cited by-同舟云学术

Peak Factors for Non-Gaussian Load Effects Revisited

Published:2011-12 Issue:12 Volume:137 Page:1611-1619
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kwon Dae Kun¹²,Kareem Ahsan¹²

Affiliation:

1. Research Assistant Professor, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556 (corresponding author).

2. Robert M. Moran Professor, 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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000412

Reference36 articles.

1. American Society of Civil Engineers (ASCE). (2005). Minimum design loads for buildings and other structures ASCE 7-05 ASCE Reston VA.

2. A peak factor for non-Gaussian response analysis of wind turbine tower

3. The statistical distribution of the maxima of a random function

4. Evaluation of peak resultant response for wind-excited tall buildings

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