Analytical study of influence of pile modeling on the response behavior of concrete structures
Tuladhar, Rabin, Mutsuyoshi, Hiroshi, and Maki, Takeshi (2007) Analytical study of influence of pile modeling on the response behavior of concrete structures. Proceedings of the Japan Concrete Institute, 29 (3). 847- 852.
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Seismic behavior of a structure is highly influenced by the response of foundation and ground. In this paper, 3D FEM analysis was carried out on single concrete piles and full-scaled bridge pier considering soil-structure interaction. Comparison between 20-node solid element and 3-node beam element was carried out for the modeling of concrete pile. Verification with full-scale lateral loading test on concrete piles and 3D FEM analysis showed that fiber based beam element can adequately simulate the lateral behavior of pile.
|Item Type:||Article (Refereed Research - C1)|
|Keywords:||Soil-structure interaction, 3D finite element analysis, seismic behavior, concrete piers|
|FoR Codes:||09 ENGINEERING > 0905 Civil Engineering > 090501 Civil Geotechnical Engineering @ 10%|
09 ENGINEERING > 0905 Civil Engineering > 090504 Earthquake Engineering @ 40%
09 ENGINEERING > 0905 Civil Engineering > 090506 Structural Engineering @ 50%
|SEO Codes:||87 CONSTRUCTION > 8702 Construction Design > 870201 Civil Construction Design @ 100%|
|Deposited On:||11 Sep 2011 08:36|
|Last Modified:||11 Sep 2011 08:36|
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