Comments on Simplified Calculation Method for Fire Exposed Concrete Columns

Supporting Document for ENV 1992-1-2 chapter 4.3 and Proposal for Danish Code of Practise DS411 chapter 9.

    Research output: Book/ReportReport

    Abstract

    The author has developed new simplified calculation methods for fire exposed columns. Methods, which are found In ENV 1992-1-2 chapter 4.3 and in proposal for Danish code of Practise DS411 chapter 9. In the present supporting document the methods are derived and 50 eccentrically loaded fire exposed columns are calculated and compared to results of full-scale tests. Furthermore 500 columns are calculated in order to present each test result related to a variation of the calculation in time of fire resistance.
    Original languageEnglish
    Number of pages56
    Publication statusPublished - 1998

    Cite this

    @book{946032d9f3d741fcbd122fb0dd7d5b6d,
    title = "Comments on Simplified Calculation Method for Fire Exposed Concrete Columns: Supporting Document for ENV 1992-1-2 chapter 4.3 and Proposal for Danish Code of Practise DS411 chapter 9.",
    abstract = "The author has developed new simplified calculation methods for fire exposed columns. Methods, which are found In ENV 1992-1-2 chapter 4.3 and in proposal for Danish code of Practise DS411 chapter 9. In the present supporting document the methods are derived and 50 eccentrically loaded fire exposed columns are calculated and compared to results of full-scale tests. Furthermore 500 columns are calculated in order to present each test result related to a variation of the calculation in time of fire resistance.",
    author = "Hertz, {Kristian Dahl}",
    year = "1998",
    language = "English",

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    PY - 1998

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    AB - The author has developed new simplified calculation methods for fire exposed columns. Methods, which are found In ENV 1992-1-2 chapter 4.3 and in proposal for Danish code of Practise DS411 chapter 9. In the present supporting document the methods are derived and 50 eccentrically loaded fire exposed columns are calculated and compared to results of full-scale tests. Furthermore 500 columns are calculated in order to present each test result related to a variation of the calculation in time of fire resistance.

    M3 - Report

    BT - Comments on Simplified Calculation Method for Fire Exposed Concrete Columns

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