Wind-Induced Response and Equivalent Static Wind Loads on Single-Layer Saddle-Shaped Shells-Reference-Cited by-同舟云学术

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Wind-Induced Response and Equivalent Static Wind Loads on Single-Layer Saddle-Shaped Shells

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen Bo¹^ORCID,Su Pengbo²,Zhang Lu³^ORCID,Yang Qingshan⁴

Affiliation:

1. Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400044, China. ORCID: .

2. Consulting Engineer, Scientech Information and Publications, No.22 Baiwanzhuang St., Xicheng District, Beijing 100037, China.

3. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400044, China (corresponding author). ORCID: .

4. Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400044, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13543

Reference41 articles.

1. AIJ (Architectural Institute of Japan). 2015. AIJ recommendations for loads on buildings. Tokyo: AIJ.

2. Principal static wind loads

3. Peak wind pressures on roof claddings of regular railway stations

4. Frequency response function of a pressure measurement pipe system and its effect on structural wind effects;Chen B.;J. Vib. Shock.,2014

5. Equivalent Static Wind Loads on Single-Layer Cylindrical Steel Shells

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