結構控制元件或控制系統是否能夠有效抑制結構物受地震外力作用下之反應，最直接的驗證方法為進行實尺寸結構之振動台試驗。然而，考量振動台試驗的經濟性與效率性，往往將振動台試驗中的主結構以數值模型取代，並將欲量測之結構控制元件或控制系統安裝於振動台上進行實驗，亦即「即時振動台複合試驗」，簡稱「即時複合試驗」。即時複合試驗概念係將一結構系統分為主結構與次結構，其中主結構以數值模型取代，而次結構為欲量測之元件。由於真實結構系統之主結構與次結構存在互制關係，因此即時複合試驗方法係透過直接量測次結構絕對加速度計算之層間剪力至主結構數值模型，同時以振動台呈現主結構之反應，實現主結構與次結構之互制效應。鑑於即時複合試驗為一種先進的實驗技術，其實驗結果容易受到主結構數值模型誤差、振動台控制誤差、感測器量測誤差、訊號傳輸誤差以及數位類比訊號轉換誤差等誤差影響，因此本文提出用於模擬即時複合試驗之類比式硬體模擬，以進行即時複合試驗結果之預估與驗證。本文以單自由度主結構配置多項式變曲率滑動支承樓板隔震系統之結構為例，應用多軸向振動台與記憶體共享光纖網路平行運算設備，進行即時複合試驗，驗證類比式硬體模擬模擬即時複合試驗的可行性。由於即時複合試驗存在振動台控制誤差，因此本文針對多軸向振動台之控制誤差引入Butterworth高通濾波器，模擬多軸向振動台對於振動台加速度命令經高通濾波之現象，並修正類比式硬體模擬之數值模型。最後，本文透過比較修正前與修正後的類比式硬體模擬與即時複合試驗之誤差指標，探討振動台控制誤差對於類比式硬體模擬的影響，並確認類比式硬體模擬應用於模擬即時複合試驗的可行性。

Compared to the shaking table testing (STT), the real-time hybrid testing (RTHT) is a more cost-effective experimental technique. The RTHT divides a testing target system into a primary structure whose dynamic responses can be simulated by a numerical model, and a substructure that is experimentally tested with a shaking table. Moreover, due to the mutual interaction between the primary structure and the physical substructural system, the methodology of the RTHT is to feedback the shear force by measuring the absolute acceleration of the substructure to the numerical model in real-time. Simultaneously, the shaking table simulates the numerical primary structure response, which can realize the mutual effect of the primary structure and the substructure. In order to simulate the results of the RTHT, the analog hardware-in-the-loop simulation (AHIL) is introduced and examined in this thesis. This thesis takes a single-degree-of-freedom primary structure with the polynomial sliding isolators with variable curvature floor isolation system (PSIVC-FIS) as an example. To conduct the RTHT by the multi-axial seismic test system (MAST) with the real-time fiber-optic connected share memory network (SCRAMNet), the AHIL is developed to simulate the performance of the proposed RTHT. Due to the displacement performance of the MAST is subjected to high-pass filtering on the shaking table acceleration command, this thesis identifies the filter model and adopts it to the AHIL to investigate the influence on the results of the RTHT. By comparing the error indicators between the results of the AHIL and the RTHT, the feasibility of the proposed AHIL to emulate the RTHT is verified.

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