Theoretical and Natural Science
- The Open Access Proceedings Series for Conferences
Proceedings of the 2nd International Conference on Computing Innovation and Applied Physics (CONF-CIAP 2023)
Series Vol. 5 , 25 May 2023
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Access | Article
Computing the Properties and Displacement Response of Multi-degree of Freedom Structures under Different Circumstances
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Abstract
To mitigate or avoid losses caused by earthquakes, it is necessary to understand them deeply. In our project, two idealized second-story structures with different properties with multi-degree of freedom-free vibration will be analyzed. The displacement response of the first structure is analyzed under the conditions with and without an available load by the modal superposition method. As a result, the properties, including the natural frequencies, mode shapes, and the second-floor story shears, have also been obtained. Moreover, the same properties of the second structure are obtained, too, except for the story shear. Moreover, the displacement response of each phase of the impulsive loading of the second structure is also computed by using Duhamel Integral.
Keywords
Natural frequencies, Mode shapes, Modal superposition method, multi-degree of freedom vibration, the Displacement response.
References
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3. Wang, Z., Ma, B. (2019). Study on Zhongtiaoshan North Foot Fault Activity and Selection of Railway Site. In IACGE 2018: Geotechnical and Seismic Research and Practices for Sustainability (pp. 375-392). Reston, VA: American Society of Civil Engineers.
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Data Availability
The datasets used and/or analyzed during the current study will be available from the authors upon reasonable request.
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- Volume Title
- Proceedings of the 2nd International Conference on Computing Innovation and Applied Physics (CONF-CIAP 2023)
- ISBN (Print)
- 978-1-915371-53-9
- ISBN (Online)
- 978-1-915371-54-6
- Published Date
- 25 May 2023
- Series
- Theoretical and Natural Science
- ISSN (Print)
- 2753-8818
- ISSN (Online)
- 2753-8826
- DOI
- 10.54254/2753-8818/5/20230429
- Copyright
- © 2023 The Author(s)
- Open Access
- This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited