Download pdf
Modeling and Analysis of Taipei 101 Building Based on ANSYS
- 1 SWJTU-LEEDS Joint School, Southwest Jiaotong University
- 2 Southwest Jiaotong University
- 3 Jilin University
* Author to whom correspondence should be addressed.
Abstract
Taipei 101 building is used to be the highest building in the world [1], which is also famous for its unique design and competent performance in responding to disasters nowadays. To apply the finite element method in studying the dynamic behaviour of Taipei 101 building, ANSYS is employed as a powerful tool to build the building's structural model. This simulation enables us to analyse the natural frequency of Taipei 101 building, which is crucial in understanding and predicting its vibrational characteristics under various conditions. By conducting this analysis, insights into the building's response to wind, tsunamis, earthquakes, or other external forces can be gained, thereby enhancing its structural safety.
Keywords
Taipei 101 building, ANSYS, natural frequency, finite element method.
[1]. Lin, C.-H. 2005. Seismicity increases after the construction of the world’s tallest building: An active blind fault beneath the Taipei 101. Geophysical research letters. 32(22), pp. L22313-n/a.
[2]. Chen, K.-C., Wang, J.-H., Huang, B.-S., Liu, C.-C. and Huang, W.-G. 2012. Vibrations of the TAIPEI 101 skyscraper caused by the 2011 Tohoku earthquake, Japan. Earth, planets, and space. 64(12), pp.1277–1286.
[3]. "Taipei 101 Building", Structural Engineering Construction Record. (n.d.). Retrieved July 21, 2024, from ws.moi.gov.tw
[4]. Ding, F. and Kareem, A. 2020. Tall Buildings with Dynamic Facade Under Winds. Engineering (Beijing, China). 6(12), pp.1443–1453.
[5]. Dennis Poon et al. (2004), Structural Design of Taipei 10, the World’s Tallest Building. from global.ctbuh.org
[6]. Zhi, L., Li, Q.S. and Fang, M. 2016. Identification of Wind Loads and Estimation of Structural Responses of Super-Tall Buildings by an Inverse Method. Computer-aided civil and infrastructure engineering. 31(12), pp.966–982.
[7]. Şimon-Marinică, A.B., Vlasin, N.-I., Manea, F. and Florea, G.-D. 2021. Finite element method to solve engineering problems using ansys. MATEC Web of Conferences. 342, pp.1015.
[8]. Caicedo, D., Lara-Valencia, L., Blandon, J. and Graciano, C. 2021. Seismic response of high-rise buildings through metaheuristic-based optimization using tuned mass dampers and tuned mass dampers inerter. Journal of Building Engineering. 34, pp.101927.
[9]. Greco, R., Marano, G.C. and Fiore, A. 2016. Performance-cost optimization of tuned mass damper under low-moderate seismic actions. The structural design of tall and special buildings. 25(18), pp.1103–1122.
[10]. Chung, L.L., Wu, L.Y., Lien, K.H., Chen, H.H. and Huang, H.H. 2013. Optimal design of friction pendulum tuned mass damper with varying friction coefficient. Structural control and health monitoring. 20(4), pp.544–559.
Cite this article
Chen,K.;Li,R.;Xi,Y. (2024). Modeling and Analysis of Taipei 101 Building Based on ANSYS. Theoretical and Natural Science,56,81-88.
Data availability
The datasets used and/or analyzed during the current study will be available from the authors upon reasonable request.
Disclaimer/Publisher's Note
The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of EWA Publishing and/or the editor(s). EWA Publishing and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content.
About volume
Volume title: Proceedings of the 2nd International Conference on Applied Physics and Mathematical Modeling
© 2024 by the author(s). Licensee EWA Publishing, Oxford, UK. This article is an open access article distributed under the terms and
conditions of the Creative Commons Attribution (CC BY) license. Authors who
publish this series agree to the following terms:
1. Authors retain copyright and grant the series right of first publication with the work simultaneously licensed under a Creative Commons
Attribution License that allows others to share the work with an acknowledgment of the work's authorship and initial publication in this
series.
2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the series's published
version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial
publication in this series.
3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and
during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See
Open access policy for details).