Article ID Journal Published Year Pages File Type
6770515 Soil Dynamics and Earthquake Engineering 2018 16 Pages PDF
Abstract
The results were corroborated by the more refined predictions provided by a complete 3D Finite Difference model of soil, foundation and structure. In addition, a frequency detected from field records, which has not been identified in previous analyses on fixed base models, was found to be associated to the rocking response of the foundation.
Keywords
Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
Preview
Experimental and numerical dynamic identification of a historic masonry bell tower accounting for different types of interaction
Authors
, , , , ,