Fire resistance of post-earthquake steel beams insulated with a novel fire-resistive coating- FR-ECC

Cai, Ziwei; Yu, Jiangtao; Tian, Likang; Liu, Feichi; Yu, Kequan

doi:10.1016/j.engstruct.2021.112887

Cited by 26 publications

(1 citation statement)

References 24 publications

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“…Wenwen and Jihong (2021) discussed the characteristics of steel beam and column in fire test and discussed to determine that the damage consequences of steel components under fire were equivalent to component fracture. Cai et al (2021) post-earthquake fire resistance of steel structures insulated with fire retardant coating and the superiority of the newly developed FR-ECC fire retardant coating was verified through experiments, which laid a foundation for its future application. Liu et al (2021) analysis the fire resistance of T-shaped concrete-filled steel tubular columns under eccentric compression and proposed a simplified method to calculate the fire resistance of T-shaped CFST columns in fire condition.…”

Section: Introductionmentioning

confidence: 93%

Stability analysis of elastic steel beam-column under high temperature

Zhao¹,

Wang²,

Han³

2022

IJHM

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In this paper, the stability analysis method of the elastic beam-column under a load of high temperature is deduced from normal temperature and taking the beam-column with a protective layer in high temperature under the action of uniform load and concentrated load as the example. We analysed the variation law of the stability of the beam-column with temperature changed and use the ANSYS software to analyse the stability of the beam-column with the same condition, and verified the correctness of the method we deduced. Through stability analysis, the stability of the structure under the uniform load is better than that under the concentrated load.

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Section: Introductionmentioning

confidence: 93%