Seismic Response of a Bridge Pile Foundation during a Shaking Table Test
Author:
Affiliation:
1. Highway School, Chang’an University, Xi’an, Shaanxi 710064, China
2. School of Civil Engineering, Longdong University, Qingyang, Gansu 745000, China
3. Jinan Highway Administration, Jinan, Shandong 250000, China
Abstract
Funder
Transport Department of Hainan Provincial, China
Publisher
Hindawi Limited
Subject
Mechanical Engineering,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Condensed Matter Physics,Civil and Structural Engineering
Link
http://downloads.hindawi.com/journals/sv/2019/9726013.pdf
Reference34 articles.
1. Earthquake damage potential and critical scour depth of bridges exposed to flood and seismic hazards under lateral seismic loads
2. SOIL-PILE-BRIDGE SEISMIC INTERACTION: KINEMATIC AND INERTIAL EFFECTS. PART I: SOFT SOIL
3. Response of a group of piles to liquefaction-induced lateral spreading by large scale shake table testing
4. Seismic Performance Evaluation of Reinforced Concrete-Filled Steel Tube Pile/Column Bridge Bents
5. Dynamic analysis of laterally loaded pile groups in sand and clay
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