FEM Analysis on the Action of Pile Foundation -Soil- Superstructure in the Earthquake Force

Abstract:

Article Preview

The building sets up reservoir slope, in order to avoid mass of excavation and fill geotechnical Engineering,according to the change of slope angle, pile foundation is generally made into different height. the foundation of building is Considered apart from Superstructure in general design. in the normal loading condition to satisfy coordination between bearing capacity and strain. But accidental loading is acted to the type of construct whether satisfy up,the strain of lower part structure moderate and is then canned not know by force condition. According to this, with some library coast of the 5 F frame stake foundation for instance, adopted FEM software ANSYS to analyze to carry to act in the earthquake force, pile foundation -soil- Superstructure common coupling action and general design, while carry on internal force and strain result under two kinds of conditions of contrast analysis. While analyzing a result to express the type of building structure to design should well in consideration of the stake and soil, lower part structure thus makes design for effecting upside structure more safety reasonable.

Info:

Periodical:

Edited by:

Dongye Sun, Wen-Pei Sung and Ran Chen

Pages:

1850-1854

DOI:

10.4028/www.scientific.net/AMM.71-78.1850

Citation:

L. M. Wu and Z. J. Wang, "FEM Analysis on the Action of Pile Foundation -Soil- Superstructure in the Earthquake Force", Applied Mechanics and Materials, Vols. 71-78, pp. 1850-1854, 2011

Online since:

July 2011

Export:

Price:

$38.00

[1] The People's Republic of China ministry of construction. Load Code for Design of Building Structures(GB50009-2001). Beijing:China Architecture&Building Press. (2006). (in Chinese).

[2] Zijian WANG, Liming WU, Jiwu WANG, et al. Journal of Chongqing Jiaotong University Natural Science, Vol. 540-543 (2008), p.27(4). (in Chinese).

[3] Hujia WANG, Hongjun CHENG. ANSYS Engineering Aalysis of Avanced Cases. China WaterPower Press, (2006). (in Chinese).

[4] The People's Republic of China ministry of construction. code for seismic design buildings (GB50011-2010). Beijing:China Architecture&Building Press. (2010). (in Chinese).

[5] Gunwen CHENG. Concrete structure. Beijing:China Architecture&Building Press. (2002). (in Chinese).

[6] Haihong MO, Xiaoping YANG. Foundation Engineering. Beijing:China Architecture&Building Press. (2003). (in Chinese).

[7] Wei LI. ANSYS Civil Engineering Epplication Example. Beijing: China WaterPower Press, (2007). (in Chinese).

In order to see related information, you need to Login.