鋼筋混凝土造為台灣最主要的建築形態，因位處環太平洋地震帶上，建築物經常遭受大規模地震之挑戰。在921大地震時，中部地區之校舍嚴重受損甚至倒塌，因此，從2009年起執行全國中小學校舍耐震評估與補強整建計畫，其補強成效也在歷年強震後獲得實際驗證。在2016年的高雄美濃地震與2018年的花蓮地震中，儘管校舍不再倒塌，但住商混合大樓等私有建築物倒塌的悲劇依舊重演，因此，行政院於2017年核定「安家固園計畫」，為了使私有建築補強工程易於推動，建議可先採取階段性補強提供短期緊急性之處理措施，並祭出最高補助款可達總補強費用85%之政策，但民眾接受意願仍普遍不高。推動不易的主因除了經費自籌外，補強範圍常牽涉私有空間、施工期間安置問題、補強方法須捨棄原有空間或採光等問題。因此，國內許多研究團隊投入新式補強工法之研究與試驗，為方便執業技師進行超高性能纖維混凝土(UHPC)補強工法之設計與分析，本研究擬開發一套UHPC補強構件之側力位移曲線模型，並以MATLAB開發一套UHPC耐震補強詳細評估之輔助分析程式，自動計算非線性塑鉸，並將其自動匯入使用者所輸入之ETABS模型中，使ETABS之側推分析獲得UHPC補強後之結構容量曲線。

In Taiwan, reinforced concrete is the most commonly used structural material. Because Taiwan is located in the Pacific seismic zone, large-scale earthquakes are common. The school buildings in the middle of Taiwan were severely damaged or even collapsed during the ChiChi earthquake. As a result, the National Seismic Assessment and Reinforcement Plan for elementary and secondary school buildings have been in effect since 2009. Although school buildings did not collapse in the Kaohsiung Meinong Earthquake in 2016 or the Hualien Earthquake in 2018, the tragedies of the collapse of private facilities such as residential-commercial mixed buildings continued. To facilitate the promotion of personal building retrofit projects, it is suggested that phased retrofits be implemented to provide short-term emergency measures, as well as a policy that the maximum subsidy can reach 85% of the total retrofits, but the public's willingness to accept it is still low. The main reason for the difficulty of the promotion, aside from self-financing, is that the scope of retrofits frequently involves private space, resettlement issues during construction, and the need to abandon the original space or lighting for retrofitting methods. As a result, many domestic research teams have invested in the development of new retrofitting techniques.
This study intends to develop a set of lateral force-displacement curve models for UHPC retrofitted members to aid in the design of UHPC retrofitting methods for practicing technicians. In addition, using MATLAB, an auxiliary analysis program for a detailed evaluation of UHPC retrofits was created. It can calculate the nonlinear plastic hinge and automatically import the user-input parameters into the ETABS model, allowing the pushover analysis of ETABS to obtain the structural capacity curve after UHPC retrofits.

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