Unsaturated Seepage Analysis of Cracked Soil including Development Process of Cracks

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چکیده

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A frequency domain dynamic analysis is needed to obtain the response of structures constructed on a system of base isolators on flexible soil when subjected to earthquake ground motion. In such systems, the lateral stiffness of the base isolators is so small, compared to the structural stiffness, that in an earthquake attack the fundamental vibration mode dominates the response. With this in mi...

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ژورنال

عنوان ژورنال: Advances in Materials Science and Engineering

سال: 2016

ISSN: 1687-8434,1687-8442

DOI: 10.1155/2016/2684297