Incremental Dynamic Analysis and Fragility Assessment of Buildings with Different Structural Arrangements Experiencing Earthquake-Induced Structural Pounding-Reference-Cited by-同舟云学术

Incremental Dynamic Analysis and Fragility Assessment of Buildings with Different Structural Arrangements Experiencing Earthquake-Induced Structural Pounding

Published:2022 Issue: Volume: Page:117-124
ISSN:0302-9743
Container-title:Computational Science – ICCS 2022
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Author:

Miari Mahmoud,Jankowski Robert

Publisher

Springer International Publishing

Link

https://link.springer.com/content/pdf/10.1007/978-3-031-08754-7_16

Reference23 articles.

1. Miari, M., Jankowski, R.: Pounding between high-rise buildings founded on different soil types. In: 17th World Conference on Earthquake Engineering, Sendai, Japan (2021)

2. Kazemi, F., Miari, M., Jankowski, R.: Investigating the effects of structural pounding on the seismic performance of adjacent RC and steel MRFs. Bull. Earthq. Eng. 19, 317–343 (2021)

3. Miari, M., Jankowski, R.: Seismic gap between buildings founded on different soil types experiencing pounding during earthquakes. Earthq. Spectra (2022). Published online 07.04.2022. https://doi.org/10.1177/87552930221082968

4. Rosenblueth, E., Meli, R.: The 1985 Mexico earthquake. Concr. Int. 8(5), 23–34 (1986)

5. Anagnostopoulos, S.: Building pounding re-examined: how serious a problem is it. In: Eleventh World Conference on Earthquake Engineering, p. 2108, Pergamon. Elsevier Science Oxford (1996)

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