Consequence of Slenderness for the Seismic Response of Rockable Bridges
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-3397-2_61
Reference27 articles.
1. Apostolou M, Gazetas G, Garini E (2007) Seismic response of slender rigid structures with foundation uplifting. Soil Dyn Earthq Eng 27(7):642–654
2. Barrios G, Nanayakkara V, Alwis PD, Chouw N (2019) Effects of slenderness and fundamental frequency on the dynamic response of adjacent structures. Int J Struct Stab Dyn 19(9):1950105
3. Buckingham E (1914) On physically similar systems; Illustrations of the use of dimensional equations. Phys Rev 4(4):345–376
4. Chen Y, Kun C, Larkin T, Chouw N (2016) Impact of vertical ground excitation on a bridge with footing uplift. J Earthq Eng 20(7):1035–1053
5. Chen Y, Larkin T, Chouw N (2017) Experimental assessment of contact forces on a rigid base following footing uplift. Earthq Eng Struct Dyn 46(11):1835–1854
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