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用柱支承无梁楼板的弹性理论解,计算出“美国法”与“中国法”两种柱上板带宽度内的柱上板带弯矩比例系数α_c值,结合美中的现行规定,给出柱上板带宽度B_c及α_c的建议值,供规范增订和工程设计参考。
Using the elastic theoretical solution of beamless slab supported by column, the proportional coefficient α_c of bending moment on column was calculated on the two kinds of column widths of “American Law” and “Chinese Law” The current regulations give the recommended values for the widths B_c and α_c on the column, for reference to the standard updating and engineering design.