Pounding Between High-Rise Buildings with Different Structural Arrangements
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-15758-5_83
Reference28 articles.
1. Mavronicola, E.A., Polycarpou, P.C., Komodromos, P.: Effect of ground motion directionality on the seismic response of base isolated buildings pounding against adjacent structures. Eng. Struct. 207, 110202 (2020)
2. Favvata, M.J.: Minimum required separation gap for adjacent RC frames with potential inter-story seismic pounding. Eng. Struct. 152, 643–659 (2017)
3. Rezaei, H., Moayyedi, S.A., Jankowski, R.: Probabilistic seismic assessment of RC box-girder highway bridges with unequal-height piers subjected to earthquake-induced pounding. Bull. Earthq. Eng. 18(4), 1547–1578 (2019). https://doi.org/10.1007/s10518-019-00764-4
4. Miari, M., Jankowski, R.: Pounding between high-rise buildings founded on different soil types. In: 17th World Conference on Earthquake Engineering, Sendai, Japan (2021)
5. Miari, M., Jankowski, R.: Seismic gap between buildings founded on different soil types experiencing pounding during earthquakes. Earthq. Spectra (2022). https://doi.org/10.1177/87552930221082968. Accessed 07 Apr 2022
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1. Effective Equations for the Optimum Seismic Gap Preventing Earthquake-Induced Pounding between Adjacent Buildings Founded on Different Soil Types;Applied Sciences;2023-08-28
2. Analysis of the effect of the seismic gap on the response of buildings experiencing pounding during earthquakes;ADVANCES IN FRACTURE AND DAMAGE MECHANICS XX;2023
3. Assessment of codes recommendations for the evaluation of the seismic gap of buildings founded on different soil types;ADVANCES IN FRACTURE AND DAMAGE MECHANICS XX;2023
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