論文摘要

鋼筋混凝土梁之扭力設計一直以來是結構工程師最感無力也是最不易妥善處理的問題，因為以往雖然有相關的扭力理論，但結構分析程式也很難正確模擬，就算有分析程式可取得較為正確的扭力值，然亦不易應用於建築結構之整體設計工作，故鋼筋混凝土梁之扭力設計一直未能受到結構設計者的正視。
所幸，在電腦科技的進步及相關軟體的更新後，如今我們已然可以利用新版的結構分析程式，正確的取得可靠的扭力資料，同時加以設計，且一併探討規範對於扭力設計的相關規定及其適用性。

ABSTRACT

Torsion designs are not so familiar to practical engineers. The relative theories exist but not correctly applied. The ordinary structural analysis can not obtain correct torsions for members due to the rigid floor assumption. A study is made to compare the torsions obtained in different models. The models include membrane and shell for floor models. The maximum torsions for design is also studied.
Due to the improvement of analysis programs, the correct torsions can be obtained by applying appropriate models. The redistribution of torsions is challenged by comparing to moments and shears. A more rational torsion designs are expected in the future.

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