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Listar por palabra clave "Post-fire"

Mostrando ítems 1-6 de 6

Analysis of concrete-filled stainless steel tubular columns under combined fire and loading

Tan, Qinghua; Gardner, Leroy; Han, Linhai; Song, Dianyi (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] In fire scenarios, concrete-filled stainless steel tubular (CFSST) columns undergo initial loading at ambient temperature, loading during the heating phase as the fire develops, loading during the cooling phase as the ...
Desarrollo de criterios para el diagnóstico de las medidas de emergencia post incendio en proyectos de restauración forestal

Poza García, Francisco Javier de la (Universitat Politècnica de València, 2021-09-29)

[ES] El presente trabajo se plantea en el seno de la Red Silvadapt.net a fin de identificar las medidas de restauración post incendio más eficaces, dentro de un contexto nacional, para regular la escorrentía superficial e ...
Fire and post-fire performance of circular steel tube confined reinforced concrete columns

Liu, Faqi; Yang, Hua; Zhang, Sumei (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] Fire and post-fire behaviours of reinforced concrete columns confined by circular steel tubes, also known as circular steel tube confined reinforced concrete (STCRC) columns, are investigated in this paper. 5 full-scale ...
Fire hazard in bridges: Review, assessment and repair strategies

Garlock, M.E.M.; Paya-Zaforteza, I.; Kodur, Venkatesh; Gu, Li (Elsevier, 2012-02)

[EN] This paper presents an overview of fire hazard in bridges. A detailed review of actual fire incidents, case studies related to fire hazards, and post-fire assessment and repair strategies in bridges is presented and ...
Post-fire mechanical properties of high strength steels

Li, Hai-Ting; Young, Ben (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] High strength steels are becoming increasingly attractive for structural and architectural applications due to their superior strength-to-weight ratio which could lead to lighter and elegant structures. The stiffness ...
Post-heating response of concrete-filled steel tubular columns under sustained loads

Ibáñez Usach, Carmen; Bisby, L.; Rush, D.; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2019-10)

[EN] Concrete-filled steel tubular (CFST) columns can generally be expected to better resist elevated temperatures as compared to unfilled steel hollow sections, whose evaluation after a fire is limited by the resulting ...