Peak Distributions and Peak Factors of Wind-Induced Pressure Processes on Tall Buildings-Reference-Cited by-同舟云学术

Peak Distributions and Peak Factors of Wind-Induced Pressure Processes on Tall Buildings

Published:2013-12 Issue:12 Volume:139 Page:1744-1756
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Huang M. F.¹,Lou Wenjuan²,Chan C. M.³,Lin Ning⁴,Pan Xiaotao⁵

Affiliation:

1. Associate Professor, Institute of Structural Engineering, Zhejiang Univ., Hangzhou 310058, P.R. China (corresponding author).

2. Professor, Institute of Structural Engineering, Zhejiang Univ., Hangzhou 310058, P.R. China.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong Special Administrative Region, Hong Kong.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Princeton Univ., Princeton, NJ 08544.

5. Graduate Student, Institute of Structural Engineering, Zhejiang Univ., Hangzhou 310058, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000616

Reference35 articles.

1. Australian/New Zealand Standard (AS/NZS). (2002). “Structural design actions part 2: Wind actions.” AS/NZS 1170.2 Sydney NSW Australia.

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

3. Statistical analysis of wind-induced pressure fields: A methodological perspective

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

5. Reliability-based Design Methods to Determine the Extreme Response Distribution of Offshore Wind Turbines

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