適當之維護或補強使建築物之性能維持或長壽命化於「永續發展」或「永續工程」中是有其必要性，且目前尚未有一量化系統供管理者能清楚了解各種維護策略之優劣，僅能單憑管理者之經驗或外觀有明顯劣化警訊才進行維修或補強，而無法實踐具經濟性之預防維護管理策略。因此，本研究參考過去研究，以桁架與拱模型理論建立適用於鋼筋腐蝕構件剪力容量評估模型，依此模型進行建築物劣化後之耐震能力評估，並使用粒子群最佳化演算法，以經濟性、安全性、使用性、合理性及維護次數為目標擬定維護策略，管理者亦能依需求設定最佳化目標以決定適當之生命週期維護策略。本研究所建置之劣化RC建築物生命週期維護管理決策支援系統主要由四個模組所組成：（1）化評估模組：梁、柱構件之劣化分析；（2）耐震能嗹り模組：劣化建築物之耐震能力評估；（3）護策建模組：確定建築物適用之維護策略；（4）多目標最佳化模組：使用多目標最佳化演算法擬定最佳之維護策略。

Appropriate repair or retrofit for maintaining the required performance or extending the specified service period for a building is essential in「Sustainable Development」 or 「Sustainable Construction」. Therefore, there is a need of a decision-making supporting system can help engineers to comprehend the benefit of maintenance strategies. Based on the past researches, this study uses the “Truss and Arch” model theory to evaluate the shear capacity of chloride-induced corrosion RC columns in the assessment for the seismic performance of a deteriorating RC building. Moreover, using particle swarm optimization (PSO) of the multi-objectives (including economical, usability, safety, rationality and maintenance times), appropriate maintenance strategies can be suggested. The proposed system consists of four main modules, as follows: 1. Deterioration evaluation; mechanical analysis of deteriorating RC beams and columns. 2. Seismic performance assessment; assessment of the seismic performance of a deteriorating RC building. 3. Setting of maintenance strategies; determining maintenance strategies of a deteriorating RC building. 4. Multi-objectives optimization; appropriate maintenance strategies can be suggested using PSO.

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