Flexibility of foundation increases the base shear and horizontal strains during an out–of–plane response to an SH pulse in linear and nonlinear soil
Author(s): |
Vlado Gičev
Hossein Bazeghi Kisomi Mihailo D. Trifunac Reza S. Jalali |
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Medium: | journal article |
Language(s): | English |
Published in: | Soil Dynamics and Earthquake Engineering, November 2019, v. 127 |
Page(s): | 105837 |
DOI: | 10.1016/j.soildyn.2019.105837 |
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data sheet - Reference-ID
10376132 - Published on:
02/10/2019 - Last updated on:
06/10/2019