Effects of riverbed scour on seismic performance of high-rise pile cap foundation-Reference-Cited by-同舟云学术

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Effects of riverbed scour on seismic performance of high-rise pile cap foundation

Published:2010-12 Issue:4 Volume:9 Page:533-543
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Han Zhenfeng,Ye Aijun,Fan Lichu

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11803-010-0035-z.pdf

Reference20 articles.

1. Ataie-Ashtiani B and Beheshti A A (2006), “Experimental Investigation of Clear-Water Local Scour,” Journal of Hydraulic Engineering, ASCE, 132(10): 1100–1104.

2. Bayram Atilla and Larson Magnus (2000), “Analysis of Scour Around a Group of Vertical Piles in the Field,” Journal of Waterway, Port, Coastal, and Ocean Engineering, 126(4): 215–220.

3. Behrouz Asgarian and Mohammad Lesani (2009), “Pile-Soil-structure Interaction in Pushover Analysis of Jacket Offshore Platforms Using Fiber Elements,” Journal of Constructional Steel Research, 65: 209–218.

4. Brown DA, Morrison C and Reese LC (1988), “Lateral Load Behavior of Pile Group in Sand,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 114(11): 1261–1276.

5. Chen Wai-Fah and Duan Lian (2003), Bridge Engineering Substructure Design, New York: CRC Press, Taylor & Francis Group, LLC.

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1. Scour effects on the vertical dynamic response of single piles in transversely isotropic soils;Ocean Engineering;2023-07

2. Effect of bridge design parameters on multi-hazard performance of river-crossing bridges;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2023-05-04

3. Nonlinear seismic response of the bridge pile foundation with elevated and embedded caps in frozen soils;Soil Dynamics and Earthquake Engineering;2022-10

4. Scour effect on a sea-crossing bridge under combined action of service and extreme seismic loads;Journal of Central South University;2022-08

5. Recent Advancement in Assessment and Control of Structures under Multi-Hazard;Applied Sciences;2022-05-19

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