Wind-induced fatigue assessment of welded connections in steel tall buildings using the theory of critical distances-Reference-Cited by-同舟云学术

Wind-induced fatigue assessment of welded connections in steel tall buildings using the theory of critical distances

Published:2018-05-15 Issue:8 Volume:24 Page:1180-1205
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Fang Zhao¹,Li Aiqun¹²,Ding Youliang¹,Li Wanrun¹³

Affiliation:

1. School of Civil Engineering, Southeast University , Nanjing, China

2. Beijing Advanced Innovation Center for Future Urban Design, Beijing University of Civil Engineering and Architecture , Beijing, China

3. Institution of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology , Lanzhou, China

Funder

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2018.1455608

Reference46 articles.

1. A study of the low-cycle fatigue failure of a galvanised steel lighting column

2. The fatigue behaviour of three-dimensional stress concentrations

3. Caracoglia, L. , & Jones, N. P. (2006). Wind-induced Failures of Highway Light Poles during Winter Storms. ASME Pressure Vessels and Piping Conference, Volume 9: 6th FSI, AE and FIV and N Symposium (pp. 197–206). Vancouver: American Society of Mechanical Engineers.

4. Quarterly Journal of the Royal Meteorological Society

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