Spline Function Method Analysis Nature Frequency of Annular Foundations

Xiu Yun Gao; Ru Xin Jing; Jian Hui Song

doi:10.4028/www.scientific.net/AMM.128-129.307

Paper Titles

Solving Collaborative Manufacturing Resources Optimization Deployment Problems Based on Improved DNA Genetic Algorithm
p.289

Solving Decision Problems with Mathematical Expectation
p.293

Spectral Data Modeling Based on Feature Extraction and Extreme Support Vector Regression
p.297

Spectral Properties of Broadband Pumped Optical Parametric Amplification
p.301

Spline Function Method Analysis Nature Frequency of Annular Foundations
p.307

Study on Data Acquisition and Measurement System of Occupant Restraint Test Bed
p.314

Study on Driving Characteristics of Discrete Rod by Different Initiation Styles
p.318

Study on Electromagnetic Exciting Force Characteristics and Electromagnetic Noise of Permanent Magnet DC Motor
p.323

Study on Four Parameters Estimation’s Methods of Time-Series Model in Modeling the Signal of a Quartz Flex Accelerometer
p.329

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 128-129Spline Function Method Analysis Nature Frequency...

Spline Function Method Analysis Nature Frequency of Annular Foundations

Abstract:

The foundation style of such construction as liquefied oil storage tank and environmental protected reaction pool is mostly annular foundation. In the paper, the annular foundation will be put on WINKER foundation, and then the annular foundation will be simplified as a curve beam, the cubic B spline functions as displacement functions of curve beam. The dynamical equation and the nature frequency of annular foundation based on the instantaneous principle of minimum potential energy, and put forward Spline Function Method to solve the nature frequency of annular foundation. Numerical examples are provided to demonstrate the simplicity and effectiveness of the present method. The results are in good agreement with experimental data.

You might also be interested in these eBooks

Measuring Technology and Mechatronics Automation IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 128-129)

Pages:

307-313

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.128-129.307

Citation:

Cite this paper

Online since:

October 2011

Authors:

Xiu Yun Gao, Ru Xin Jing, Jian Hui Song

Keywords:

Annular Foundation, Curve Beam, Instantaneous Principle of Minimum Potential Energy, Nature Frequency, Spline Function , Winker Model

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Feng Decheng, Tian Lin, Cao Peng, in: Study on Longitudinal Cracking During Settlement of Soil Based on Extended Finite Element Method. Mechanics Engineering, 2011, 5.

Google Scholar

[2] Zheng Jianlong, Zhou Zhigang, Zhang Qishen, in: Theory and method of asphalt pavement resistent cracking design [M]. Beijing: Transportation Press of China, (2003).

Google Scholar

[3] Wu R Z, in: Finite element analysis of reflective cracking in asphalt concrete overlays[D]. Berkeley: University of California, (2005).

Google Scholar

[4] NEWMARK N, in: A method of computation for structural dynamics［J］. Journal of the Engineering Mechanics Division，. 1959, 85: 67－94.

Google Scholar

[5] JIAO D，JIN J M, MICHIELSSEN E, RILEY D, in: Time domain finite-element simulation of three dimension-al scattering and radiation problems using perfectly matched layers［J］. IEEE Transactions on Antennas and Propagation, 2003, 51(2): 296－305.

DOI: 10.1109/tap.2003.809096

Google Scholar

[6] WU X，ZHOU L Z in: Application of B-spline temporal basis function in time-domain finite element method for three-dimensional EM radiation problem ［C］, Proceedings of 2008 Asia-Pacific Symposium on EMC ＆19th International Zurich Symposium on Electromagnetic Compatibility. Singapore: ［s. n. ］, 2008: 774－777.

DOI: 10.1109/apemc.2008.4559987

Google Scholar