A procedure to calculate fire resistance of structural members | Zendy

Lie T. T. | Zendy

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A procedure to calculate fire resistance of structural members

Author(s) -

Lie T. T.

Publication year - 1984

Publication title -

fire and materials

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.482

H-Index - 58

eISSN - 1099-1018

pISSN - 0308-0501

DOI - 10.1002/fam.810080108

Subject(s) - fire resistance , column (typography) , structural engineering , resistance (ecology) , engineering , field (mathematics) , forensic engineering , fire test , environmental science , materials science , mathematics , composite material , ecology , biology , connection (principal bundle) , pure mathematics

Progress in the field of theoretical prediction of fire resistance has been rapid in recent years. A procedure has been developed at the National Research Council of Canada for calculation of the fire resistance of structural members. The various steps in the construction of a mathematical model to calculate temperatures, deformations and strength are shown using as an example the calculation of the fire resistance of a cylindrical tubular steel column filled with concrete. A comparison of results calculated using the model with those of a fire test is also discussed.

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