Flexural behavior of a novel high-strength RCFST column-to-column connection
(2020)
Journal Article
Brittle fracture is one of the principal disincentives to limit the use of ultrahigh-strength steels in tall buildings. This paper proposes a novel column-to-column connection without full penetration welding in reinforced concrete-filled steel tubul... Read More about Flexural behavior of a novel high-strength RCFST column-to-column connection.