Near-Fault Ground Motion Impacts on High-Speed Rail Large-Span Continuous Girder Bridge considering Pile-Soil Interaction
Author:
Affiliation:
1. The 4th Construction Co., Ltd. of China 15th Corporation, Zhengzhou 450051, China
2. College of Transportation Engineering, Nanjing Tech University, Nanjing 210009, China
Abstract
Publisher
Hindawi Limited
Subject
Civil and Structural Engineering
Link
http://downloads.hindawi.com/journals/ace/2022/7554440.pdf
Reference20 articles.
1. Effect of dynamic soil–bridge interaction modeling assumptions on the calculated seismic response of integral bridges
2. Collapse capacity of soil-structure systems under pulse-like earthquakes
3. Effects of inertial soil–structure interaction on inelastic displacement ratios of SDOF oscillators subjected to pulse-like ground motions
4. Experimental investigation on seismic behavior of scoured bridge pier with pile foundation
5. Seismic behavior of bridges with pier and foundation strengthening: PsD tests and analytical study
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1. High-Speed Railway Bridge and Pile Foundation: A Review;Infrastructures;2022-11-11
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