本文研究無梁板結構系統之穿孔剪力破壞，探討相關文獻所建議之評估模式之適用性。文中根據平板與柱結構力學理論，研討板-柱接頭處力的傳遞關係，並配合鋼筋混凝土破壞準則，提出一分析評估模式，以估算無梁板結構系統抵抗穿孔剪力之強度。

This work is concerned with assessment of the punching-shear strength of a flat-slab system. Literature survey on the subject is presented and the relevant evaluation models are reviewed. On the basis of the theory of plate and bar structures, the load transfer in the column-slab connection is investigated, and an analytic model incorporating a concrete failure criterion for evaluating the punching shear strength of the flat-slab system is proposed.

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