在台灣預力預鑄工法逐漸的被運用在建築結構上，但卻沒有一套相關地規範或是相關之研究成果，能使工程師更瞭解其行為，因此，若想對預力預鑄耐震結構系統作充分的瞭解，先對結構桿件之力學行為作深入研究是必然的，本論文便針對預力預鑄RC牆做研究，期望能清楚地預力預鑄RC牆之耐震性能。
本研究測試兩組試體，第一組試體為清楚地瞭解預力建築系統之鋼筋混凝土結構物中預力預鑄RC牆之力學行為與預力預鑄RC牆於預力建築系統所造成的貢獻；第二組試體為利用預力預鑄RC牆牆版在界面接合處之變形，加裝位移型消能器－韌性斜撐構材（BIB），希望能清楚的瞭解消能器於預力預鑄RC牆之角色與其所能提供之貢獻。

This study experimentally and analytically evaluates the response of unbounded post-tensioned precast concrete walls with horizontal joints under cyclic lateral load. A set of generalized closed-form expressions is derived to estimate base shear and lateral drift response values that define a tri-linear idealized base shear-lateral drift response curve for these walls under monotonic lateral load.
The experimental program consists of two tests under cyclic lateral load. The first specimen is the unbounded post-tensioned precast concrete wall without energy dissipating device. Test results let us distinctly know the limit states that characterize the lateral load response of the walls occur as anticipated. The second specimen is the unbounded post-tensioned precast concrete wall with energy dissipating device－Buckling Inhibited Brace. Test results let us know the contribution in the walls provided by Buckling Inhibited Brace.

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