Effect of pile arrangement on the bending performance of an existing bridge footing under lateral seismic loading
Author(s): |
Yong Yang
Takahiro Masuda Eiji Yoshida Satoshi Horiuchi Takaharu Kiriyama |
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Medium: | journal article |
Language(s): | English |
Published in: | Latin American Journal of Solids and Structures, 2020, n. 2, v. 17 |
DOI: | 10.1590/1679-78255913 |
License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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data sheet - Reference-ID
10518893 - Published on:
10/12/2020 - Last updated on:
02/06/2021