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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Abstract

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 ID:	16827
Item Type:	Article (Research - C1)
ISSN:	1347-7560
Keywords:	Soil-structure interaction, 3D finite element analysis, seismic behavior, concrete piers
Date Deposited:	10 Sep 2011 22:36
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%
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