第六章 結論與未來展望
6.2 未來展望
6.2.2 未來展望
大樓，由原本的6 層樓在往上擴建 7 層樓，共 13 層樓大樓，且原 6 層為鋼筋混 凝土建築物，上面7 層為鋼結構建築物，會認為頻率會不太一樣，但從 5 層與 13 層之FFT 來看，其頻率峰值皆有出現，雖然最高峰值 5 層與 13 層不同，但兩張 圖峰值頻率都有，因此進行配置時，可以得到最佳感測器配置位置。
綜合上述數值模型以及六棟結構物，推論本文所提出最佳配置可信度高，以 最少顆感測器獲得較為精準之中低模態頻率，並用數值模擬當建築物受到災害使 其勁度折減時，其原先配置依然能得到較為精準之中低模態頻率，也就是建築物 受損後，用最佳感測器配置法所得出最佳配置位置，依然能找到較為精準之模態 頻率，並與原先之模態頻率比較，瞭解建築物之模態頻率是否下降，進而進行更 進一步的安全檢測，確保結構之安全與穩定性。
態頻率，須將各層樓感測器從單顆改成雙顆，並量測同一方向。測得時間歷時資 料後，兩兩相減，得到扭轉向之時間歷時，才可以進行最佳化配置。
由於扭轉向須建立3D 數值模型進行模擬，無法用簡單的剪力構架進行計算，
可作為之後再討論之空間。真實量測時因扭轉向感測器變成兩倍，不見得能達到 減少花費成本與設置時間，且在紀錄上，因感測器數變多，所遇到的問題也相對 地變多，因此如何單獨討論扭轉向之模態頻率最佳配置是一個須深入研究的題目。
由於結構物的模態頻率無法確切知道，都只能借助模擬或者檢測後進行方式去求 得，本文以討論了很多去除遇到非結構物頻率的方式，但實際上，應該還會有很 多問題存在，如何得到更精確的模態頻率，增進結構的安全性是未來需要發展的 目標，以最少顆感測器得到最精準之模態頻率，是本文需要追求的目標。
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