Modal Analysis of the CCTV Headquarters Based on ANSYS Workbench
- DOI
- 10.2991/978-94-6463-336-8_95How to use a DOI?
- Keywords
- Building Integrity; Modal Analysis; Structural Deformation; Seismic Resistance; CCTV Headquarters; Structural Weakness; Natural Disaster Resistance; Finite Element Model
- Abstract
CCTV headquarters was selected as the research object in this paper. The building is located in the sandstorm area of Beijing and is plagued by wind and sand all year round. In order to verify the stability of the building under various vibration conditions, ANSYS simulation software was used to analyse the internal deformation of the building under different vibrate frequency and concluded that the cantilever beam was the weakest component of the building, and the vertical deformation of the structure is greater than the horizontal deformation of the structure. Some practical improvement can be adapted to reinforce the structure, like increasing the number of support trusses, improving the integrity of the roof system, or adding new support structures.
- Copyright
- © 2023 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 - Shanchen Huang AU - Yichi Zhang AU - Chuning Yan AU - Chenhao Yang PY - 2023 DA - 2023/12/30 TI - Modal Analysis of the CCTV Headquarters Based on ANSYS Workbench BT - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023) PB - Atlantis Press SP - 843 EP - 854 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-336-8_95 DO - 10.2991/978-94-6463-336-8_95 ID - Huang2023 ER -