本文主要是先利用太平洋地震中心所發展的OpenSEES程式，此程式可作為結構靜力與結構動力分析的非線性有限元素軟體，本文將其中分析構架的程式，加入剪力牆的組成律，使其成為一個可分析剪力牆－構架互制關係的程式。
在構架的組成律方面，混凝土採用concrete01模式，即是修正後的Kent & Park模式；而鋼筋部分則是採用steel01模式，此模式為雙線性模式。剪力牆的組成律為前二者之組合。分析時由於構架所使用的元素為三維的非線性元素，而剪力牆部分為二維的平面應力元素，因此在元素間的交接處就必須做一些處理，文中將有所詳述。
本文最後將比較分析結果與實驗結果之遲滯圈的差別，以其將來能在做試驗前，事先模擬其遲滯圈的行為。

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