Evaluation of the horizontal load-carrying capacity of a thin steel bridge pier by means of the Damage Subloading Surface model

Author: Riccardo Fincato  

Publisher: Edp Sciences

E-ISSN: 2261-236x|165|issue|22013-22013

ISSN: 2261-236x

Source: MATEC Web of conference, Vol.165, Iss.issue, 2018-05, pp. : 22013-22013

Access to resources Favorite

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract