斜面滾動隔震支承（SRI）有讓上部結構的加速度極值不隨地震強度增加而上升，且無自振頻率，因此不容易與輸入擾動產生共振反應。然而過去的研究發現，當地震的最大地表速度（PGV）較大時，SRI可能會出現超過設計位移並發生碰撞的情況。為了降低SRI在高PGV地震下的位移反應，本研究使用由飛輪、齒輪、齒條、行星齒輪箱所建立之慣質系統，當SRI產生相對運動時，透過慣質產生與相對加速度相關之慣質力，從而達到降低速度及位移反應的作用，而慣質雖然能夠有效的抑制位移反應，但過大的慣質力可能會導致上傳的加速度增加。為了使SRI在PGV大的地震中能夠發揮慣質作用以降低位移反應，且在PGV小的地震中也不會有過多的慣質力影響其上傳加速度，本研究除了慣質機構之外，亦設計了兩種機構，一種是由直線軸承滑塊、直線軸承座、彈簧及圓管所構成的變慣質系統，當變慣質系統旋轉時，直線軸承滑塊因慣性力及彈簧力作用下，能夠於圓管上移動，因而改變慣質的大小。另一種是由單向軸承和飛輪所構成的離合慣質阻尼系統，透過單向軸承之特性來達成單向轉動之效果。本研究主要嘗試將慣質、變慣質、離合慣質阻尼結合SRI，將其想法付諸試驗進行正弦波及地震試驗，驗證其可行性與力學行為。
透過實驗結果表明1. SRI增加慣質後，位移反應下降但上傳加速度增加，與推測相符。2. 慣質機構在0.5Hz及1Hz正弦波下，位移歷時具有對稱性，在2Hz正弦波下位移歷時觀察到發生偏移狀況，推測為齒輪高頻轉動行為，進而影響對稱性。3. ciSRI飛輪發生非預期方向之旋轉，導致與數值模型擬合不佳。未來建議使用較小滾柱摩擦扭矩。4.viSRI試驗中勁度為100N/m之彈簧其在TCU095及TCU129加速度、位移及慣質力最大值比彈簧勁度331N/m之彈簧小。

The study focuses on the use of an inertial system consisting of a flywheel, gears, racks, and a planetary gear mechanism to improve the performance of the slope rolling-type seismic isolators (SRI) system. The SRI system is designed to prevent an increase in the peak acceleration of the upper structure with increasing seismic intensity and to avoid resonance with input disturbances. However, previous research has found that when the peak ground velocity (PGV) of an earthquake is large, the SRI system may experience excessive displacement and collisions.
To reduce the displacement response of the SRI system under high PGV earthquakes, the study introduces an inertial system that generates inertial forces related to relative acceleration when the SRI system undergoes relative motion. This helps reduce velocity and displacement responses. However, it is noted that excessive inertial forces can increase the transmitted acceleration.
To ensure that the SRI system benefits from the inertial effect in high PGV earthquakes without excessive inertial forces affecting the transmitted acceleration in low PGV earthquakes, the study proposes two additional mechanisms. The first mechanism consists of a linear bearing slider, linear bearing seat, spring, and circular tube, which form a variable inertial system. The rotation of the variable inertial system causes the linear bearing slider to move along the circular tube due to the inertial and spring forces, thereby changing the level of inertia. The second mechanism is a clutch inerter damper system composed of a unidirectional bearing and flywheel, which achieves one-way rotation through the characteristics of the unidirectional bearing.
The study aims to combine the inertial system, variable inertial system, and clutch inerter damper system with the SRI system and experimentally validate their feasibility and mechanical behavior through sinusoidal wave and earthquake tests.
The experimental results indicate the following findings:
1. Increasing the inertia of the SRI system reduces displacement response but increases transmitted acceleration, which aligns with the initial speculation.
2. The inertia mechanism exhibits symmetric displacement histories at 0.5Hz and 1Hz sinusoidal waves, while an offset is observed in the displacement history at 2Hz, possibly due to high-frequency vibrations caused by gear rotation affecting the symmetry.
3. Unexpected rotation of the flywheel in the ciSRI configuration resulted in poor fitting with the numerical model. A smaller roller friction torque is recommended for the future.
4. In the viSRI experiment, the stiffness of the spring (100 N/m) exhibited smaller acceleration, displacement, and inertial force magnitudes at TCU095 and TCU129 compared to the spring stiffness of 331 N/m.

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