隨著各種結構控制技術的發展，目前可用來提昇結構耐震能力的方法，除了一般的耐震韌性設計外，尚可利用外加的消能裝置或是隔震系統，來消散或減少地震輸入之能量。消能減震技術於結構耐震上的應用已逐漸趨於成熟並逐漸地被工程界接受為一有效的結構防震方法。消能裝置的觀念從被提出後，已陸續展開各方面相關的研究，各種形式的加勁阻尼裝置也不斷的被發展。 然而是否每一種阻尼裝置對於房屋的減震情形都會達到最好的效果尚無具體結論，加消能系統的設計法，仍待更進一步研究。
　　本文針對一種三角形加勁阻尼裝置(TPADS)，先進行實驗探討其消能行為,根據穩定的遲滯反應，證實TPADS具有消能效果。並利用有限元素格網與理論值進行比較其力學行為。最後利用非線性結構分析程式進行分析，使消能減震裝置應用於房屋結構，探討阻尼器與斜撐對房屋結構之效益，且使日後他人使用一已存在之房屋結構需加裝消能減震作設計時，能有一簡單快速有效的參考依據。

　　The methods of the earthquake resistance ability in structure are raised with the developments of various kinds of structure control technology. Except the general tenacity design, the damping device or earthquake resistance system is added in structure to consume or reduce the energy that produces by earthquake. The application of energy consumption technology is used in the earthquake resistance of structure and is regarded as an effective method gradually. When the concept of energy consumption device is proposed, the relative researches are expanded in all respects and various kinds of damper devices are developed. There are no specific conclusions to all kinds of damper devices that can reach the best effect of earthquake attenuation for the building. The design of adding damper devices is needed to investigate further.
　　This research studies the Triangular Plate Added Damping and stiffness Device (TPADS). First, we carry on the experiments to probe into the energy consumption behavior of TPADS, and the ability consumption of TPADS is verified according to the stable hysteresis loop. Second, finite element analyses and the theoretical solution are used to compare the mechanics behavior. Finally, the nonlinear structure analysis is performed to investigate the efficiency of TPADS and diagonal brace to buildings. The result can be provided for some other persons as an effective basis to design the buildings that need adding the energy consumption devices.

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