Effects of Pounding at Expansion Joints on Seismic Responses of Long-Span Deep-Water Bridge with Multiple Approach Spans
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-021-06039-y.pdf
Reference33 articles.
1. Rezaei, H.A.; Moayyedi, S.A.A.; Jankowski, R.A.J.P.: Probabilistic seismic assessment of RC box-girder highway bridges with unequal-height piers subjected to earthquake-induced pounding. Bull. Earthq. Eng. 4, 1547–1578 (2020)
2. Li, N.A., et al.: Experimental research on adjacent pounding effect of midspan curved bridge with longitudinal slope. Eng. Struct. 196, 109320 (2019)
3. 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 (2020)
4. Yang, M.A., et al.: Experimental study on transverse pounding reduction of a high-speed railway simply-supported girder bridge using rubber bumpers subjected to earthquake excitations. Eng. Struct. 196, 109320 (2019)
5. Deng, Y.; Guo, Q.; Xu, L.: Effects of pounding and fluid–structure interaction on seismic response of long-span deep-water bridge with high hollow piers. Arab. J. Sci. Eng. 44(5), 4453–4465 (2019)
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