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Structural Irregularity: A Comparative Analysis of the Differences Between Dynamic Analysis and the Uniform Building Code

机译:结构不规则:动态分析与统一建筑规范差异的比较分析

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The purpose of this study was to examine the effect of varying mass and stiffness parameters in framed structures of uniform geometry. Although mass variations were explored, the fact that the UBC design forces are distributed independently of the structures stiffness caused the emphasis of this study to be focused on stiffness variations. This study discusses Normal Mode Analysis techniques. This chapter briefly addresses the theory used in the writing of the Dynamic Analysis Program (DAP). The code calculates story forces and shears, participation factors and base shears to be used in comparisons with UBC design forces. This report also discusses: Response Spectrum Analysis methods; discusses the Uniform Building Code; and the results from the shear distribution comparisons. (ERA citation 13:001060)

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