鋼板剪力牆系統為一經濟性之抗側力系統，近年北美及日本已經漸受採用。鋼板挫曲後可產生張力場，藉由張力場之挫曲後強度，便能以少量之鋼材，顯著提升結構體之強度、延展性、消能能力。日本更於1995年研發新材料，低降伏鋼，其具有低降伏強度、高延展性等特性，運用於鋼板剪力牆系統時可有更好之消能能力。然而目前之相關研究少見彙整多種結構系統之討論報告。
本研究對於鋼板剪力牆之相關文獻進行廣泛蒐集，首先介紹鋼板剪力牆之基本特性，同時簡述相關理論與實驗之回顧，並與其他結構系統進行整理比較。依其結構行為與使用鋼材，本研究分為四種系統：韌性抗彎矩構架系統、抗彎矩構架搭配斜撐系統、抗彎矩構架搭配鋼板剪力牆系統、抗彎矩構架搭配低降伏鋼板剪力牆系統。再將四種系統以受力行為、耐震特性、實務使用等項目進行分析討論。並歸納出鋼板剪力牆於結構系統選擇中之優缺、於細節設計之特性。
為使工程師得以更了解鋼板剪力牆於實際應用之相關事宜，本研究依照各國現行法規與相關研究，對於鋼板剪力牆之設計流程與施工細節進行介紹。期許本文所整理之鋼板剪力牆相關特性，得以對於選擇抗側力系統時有所助益。

In recent years, steel plate shear walls as economical lateral forces resisting systems, have been used in a number of tall buildings, mainly in Japan and North America. The advantages of steel plate shear wall(SPSW) is that diagonal tension field of the plate acts like a diagonal brace which can enhanced strength, ductility, and provided large capacity for plastic energy absorption. After 1995, a new marterail called Low-Yield Steel which has lower yield strength and better ductility is developed in Japan. Steel plate shear walls based on the use of low-yield strength steel can provid better capacity for plastic energy absorption. However, the comparing reports of lateral forces resisting systems are rare.
This thesis aims to collect and compare the theoretical and experimental performances of the lateral force resisting systems that have been developed in the previous papers. According to structural behavior and the use of materal, this study divides lateral force resisting systems into four systems: Steel Moment Resisting Frames, Moment Resisting Frames with Braces, Moment Resisting Frames with SPSWs, Moment Resisting Frames with Low Yield SPSWs, then analyzes and discusses from several aspects, such as structural behavior, seismic characteristics, practical using, and summarized the advantages and disadvantages of four structural systems.
In accordance with existing national legislation and relevant research of steel plate shear wall, the design process and construction details of steel plate shear walls are introduced in this thesis. Hope that the comparison of the thesis can be helpful when choicing the lateral force resisting system.

各國法規
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日文文獻
[63] 鳥井信吾、寺本隆幸等人，“低降伏鋼板剪力牆之開發”，日本建築學會北海道大會學術演講集，日本建築學會，編號22233，日本，1995
[64] 中川鄉司、寺本隆幸等人，“低降伏鋼板剪力牆之開發”，日本建築學會北海道大會學術演講集，日本建築學會，編號22234，日本，1995
[65] 中川鄉司、藤澤一善等人，“低降伏鋼板剪力牆之開發”，日本建築學會北海道大會學術演講集，日本建築學會，編號22414，日本，1996
[66] 松岡祐一、緑川光正等人，“低降伏鋼板剪力牆之開發”，日本建築學會北海道大會學術演講集，日本建築學會，編號22415，日本，1996