Proceedings of the 2023 5th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2023)

Research on the Influence of Seismic Traveling Wave Effect on Long-span Double-layer Cylindrical Reticulated Shell Structure

Authors
Weidong Xie1, Xiaojun Hu1, Xiangsheng Tao2, *, Zhihao Su2, Guangjie Zhang1
1CCCC Second Harbor Consultants Co., Ltd., Wuhan, 430060, China
2School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan, 430074, China
*Corresponding author. Email: 1328109915@qq.com
Corresponding Author
Xiangsheng Tao
Available Online 24 April 2024.
DOI
10.2991/978-94-6463-398-6_46How to use a DOI?
Keywords
Long-span double-layer cylindrical reticulated shell structure; traveling wave effect; multi-point excitation; apparent seismic wave velocity; hypocenter direction; epicentral distance
Abstract

Based on the requirement of coal production capacity development in China, the design of dry coal sheds for storage is developing towards long spans and increased spatial capacity. The long-span double-layer cylindrical reticulated shell structure has emerged as the most widely adopted structural form for dry coal sheds. However, for structures with spans exceeding 120 m, the influence of the traveling wave effect on the structure cannot be disregarded. This paper focuses on a coal shed with a long-span double-layer cylindrical reticulated shell structure and utilizes the time history analysis method under multi-dimensional and multi-point excitation and Midas Gen software to study the influence factors of seismic traveling wave effect on the structure. The results reveal that: (1) A greater apparent seismic wave velocity contributes to a smaller impact of traveling wave effect on the long-span double-layer cylindrical reticulated shell structure; (2) Attention should be particularly focused on this impact when seismic waves propagate along the longitudinal span of the structure at a slow pace; (3) The traveling wave effect of near seismic waves on long-span double-layer cylindrical reticulated shell structure is greater than that of far seismic waves.

Copyright
© 2024 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 2023 5th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2023)
Series
Atlantis Highlights in Engineering
Publication Date
24 April 2024
ISBN
10.2991/978-94-6463-398-6_46
ISSN
2589-4943
DOI
10.2991/978-94-6463-398-6_46How to use a DOI?
Copyright
© 2024 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Weidong Xie
AU  - Xiaojun Hu
AU  - Xiangsheng Tao
AU  - Zhihao Su
AU  - Guangjie Zhang
PY  - 2024
DA  - 2024/04/24
TI  - Research on the Influence of Seismic Traveling Wave Effect on Long-span Double-layer Cylindrical Reticulated Shell Structure
BT  - Proceedings of the 2023 5th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2023)
PB  - Atlantis Press
SP  - 482
EP  - 497
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-398-6_46
DO  - 10.2991/978-94-6463-398-6_46
ID  - Xie2024
ER  -