Comparison of dynamic stiffnesses of rigid square and rectangular foundations by DBEM and IBEM

Author:

Ahmad S.,Israil A. S. M.,Chen K.

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference20 articles.

1. ‘Dynamic stiffness of rectangular foundations’, Publ. No. R78-20, Dept. of Civil Engineering, MIT (1978).

2. A direct formulation and numerical solution of the general transient elastodynamic problem. I

3. ‘Dynamic Green's functions for layered media and applications to boundary value problems’, Ph. D. dissertation, California, San Diego (1979).

4. and , ‘Boundary element applied to soil-structure interaction’, Proc. 3rd Int. Sem. Recent Adv. Boundary Element Methods, Irvine, California (1981).

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Horizontal impedance of square foundation in layered soil;Soil Dynamics and Earthquake Engineering;1999-01

2. Applications of the Boundary Element Method in Dynamic Soil-Structure Interaction;Developments in Dynamic Soil-Structure Interaction;1993

3. Torsional Stiffness of Arbitrarily Shaped Embedded Foundations;Journal of Geotechnical Engineering;1992-08

4. Recent developments in dynamic stress analyses by time domain BEM;Engineering Analysis with Boundary Elements;1991-08

5. Dynamic vertical compliance of strip foundations in layered soils;Earthquake Engineering & Structural Dynamics;1989-10

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