鋼板剪力牆是一種十分經濟的抗側力系統，在加拿大、美國與日本等國家已開始應用於實務上。鋼板在承受剪力而挫曲後，會在表面形成皺褶、張力場，減少地震力對結構物構架之破壞，從而達到消能的效果。日本於1995年阪神大地震後，開始發展低降伏鋼板剪力牆，其特性為低降伏點、高延展性，在消能能力上，相較於鋼板剪力牆更加優異，然而，全世界目前僅有臺、日等少數國家對此進行過深入研究。
本研究首先就鋼板剪力牆之相關文獻，做廣泛收集與彙整，並介紹鋼板剪力牆之物理特性、基礎理論與實驗回顧，並與其他耐震系統進行優劣比較。依照結構行為與材料使用，建築結構系統可大致分:韌性抗彎矩構架、斜撐抗彎矩構架、鋼板剪力牆與抗彎矩構架、低降伏鋼板剪力牆與抗彎矩構架。針對上述四種系統進行耐震性、普遍性、施工性等各項進行比較與分析，最後歸納出可用於計算低降伏鋼剪力牆之簡易計算公式，並從中做出結論，給予日後法規制定一些建議。
目前，臺灣僅有少數建築相關人士對於低降伏鋼之應用有較為深入的瞭解，本研究彙整國內外相關法規與重要研究，希望藉由詳細介紹該材料之機械性質、受力行為、與未來可應用之方向，對該減震系統進行推廣，提供給正在進行結構設計之建築從業人員更多的設計選項。

Steel plate shear wall is a kind of economical lateral force resisting systems, have been used in many countries, including Canada, United States and Japan. When steel plate shear wall resisting shear force and start buckling, wrinkles start to appear on the surface. The mechanical behavior is called “Tension field effect”, which is the way to reduce forces of earthquake and protect building structure from getting damages.
After suffered from Hanshin Earthquake, Japan has started to develop
Low-Yield Steel plate shear wall until now. The material has lower yield strength and high ductility. Compared to Steel plate shear wall, Low-Yield Steel plate shear wall can provide better capacity for energy dissipation. However, there are less countries doing researches of Yield Steel plate shear wall in the world.

At the beginning, the thesis focus on collecting papers of lateral force resisting system. After aggregating data, thesis begins to introduce physical properties of Steel plate shear wall, basic theories and experimental results. Comparing different kind of lateral force systems, which according to structural behavior and material application can be divide to four systems, including Steel Moment Resisting Frames, Moment Resisting Frames with BRB, Moment Resisting Frame with SPSWs and Moment Resisting Frame with LY-100 SPSWs. Analyzing these four systems from several aspects, such as shock resistance, universality, constructability, and so on. According to comparative analysis, thesis can summarize the pros and cons of four systems and give some suggestions on Taiwan’s future regulatory promotion.

Currently, only a few researchers have a deep understanding of LY-100.The thesis collects papers and national regulations, hoping to introduce the material’s properties, mechanical behavior and future application in detail. Provide construction practitioners with more options when designing structures.

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日文文獻
[47]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
[48]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
[49]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
[50]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