Quantifying the optimal time gap between consecutive events
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00575-8.pdf
Reference42 articles.
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3. Amadio, C., Fragiacomo, M., & Rajgelj, S. (2003). The effects of repeated earthquake ground motions on the non-linear response of SDOF systems. Earthquake Engineering and Structural Dynamics, 32(2), 291–308.
4. American Institute of Steel Construction. (2016). AISC360/16 specification for structural steel buildings, an american national standard. 1–612.
5. Amirchoupani, P., Abdollahzadeh, G., & Hamidi, H. (2020). Spectral acceleration matching procedure with respect to normalization approach. Bulletin of Earthquake Engineering, 18(11), 5165–5191. https://doi.org/10.1007/s10518-020-00897-x
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