Lifetime risk of failure of steel building frames subjected to dynamic wind loading-Reference-Cited by-同舟云学术

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Lifetime risk of failure of steel building frames subjected to dynamic wind loading

Published:1990-01 Issue: Volume:36 Page:549-558
ISSN:0167-6105
Container-title:Journal of Wind Engineering and Industrial Aerodynamics
language:en
Short-container-title:Journal of Wind Engineering and Industrial Aerodynamics

Author:

Das Nirmal K.,McDonald James R.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference10 articles.

1. Stochastic Equivalent Linearization for Hysteretic, Degrading, Multistory Structures;Baber;University of Illinois, Civil Engineering Studies, Structural Research Series No. 471,1980

2. Dynamics of Structures;Clough,1975

3. Safety Analysis of Steel Building Frames Under Dynamic Wind Loading;Das,1988

4. Rationale for Determining Design Wind Velocities;Davenport,1960

5. The Spectrum of Horizontal Gustiness Near the Ground in High Winds;Davenport;Quarterly Journal of the Royal Meteorological Society,1961

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Evaluation of wind load integration in disproportionate collapse analysis of steel moment frames for column loss;Journal of Wind Engineering and Industrial Aerodynamics;2011-11

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