PROBABILISTIC EVALUATION FOR STEEL FRAME COLUMNS OF TALL BUILDINGS
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    Abstract:

    Based on properties of parameters and test data of dom-estic steel,this paper analyses the reliability and partial coefficient forresistance of steel frame columns of tall builings.The result may serveas a scientific basis.It is not only for domestic steel instead of importedsteel in building tall steel structures,but also for compiling concerendstandards.

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戴国欣,李继华,夏正中.高层钢框架柱的概率评估[J].土木与环境工程学报(中英文),1992,14(2):

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