Effect of Transient Creep on the Structural Performance of Reinforced Concrete Walls under Fire

This paper investigates and reveals the effect of the high-temperature transient creep on the structural performance of RC walls under fire. A theoretical model is established, which explicitly includes the transient creep and accounts for the explosive spalling, the material, and geometric nonlinea...

Popoln opis

Bibliografske podrobnosti
Glavni avtor: Jun Chen
Format: Article
Jezik:English
Izdano: MDPI AG 2024-02-01
Serija:Buildings
Teme:
Online dostop:https://www.mdpi.com/2075-5309/14/2/406