Experimental and Analytical Study of a Structure with Frictional Pendulum Bearings Subject to Near-Fault Ground Motions

碩士 === 國立臺灣大學 === 土木工程學研究所 === 106 === The isolation systems are used to improve seismic capacity of the structure, increasing period makes the acceleration of superstructure decrease. Therefore, adding isolators can decrease the input energy, so that the superstructure keeps elastic under design ea...

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Main Authors: Yu-Chen Lin, 林禹辰
Other Authors: 黃尹男
Format: Others
Language:zh-TW
Published: 2018
Online Access:http://ndltd.ncl.edu.tw/handle/r98hzu
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spelling ndltd-TW-106NTU050150632019-05-30T03:50:44Z http://ndltd.ncl.edu.tw/handle/r98hzu Experimental and Analytical Study of a Structure with Frictional Pendulum Bearings Subject to Near-Fault Ground Motions 摩擦單擺隔震結構受近斷層地震作用之振動台試驗與分析 Yu-Chen Lin 林禹辰 碩士 國立臺灣大學 土木工程學研究所 106 The isolation systems are used to improve seismic capacity of the structure, increasing period makes the acceleration of superstructure decrease. Therefore, adding isolators can decrease the input energy, so that the superstructure keeps elastic under design earthquake, but the isolator will get lager displacement. In far-fault region, isolation system have been proven to be an effective way to improve structural seismic capacity. The difference between near-fault and far-fault earthquake is that near-fault record has pulse-like signal with a long period of velocity pulse (pulse period, Tp), the signal is able to make the isolator displacement be larger and lead isolation system damage. This study would perform shaking table tests on a structure with frictional pendulum bearings in the second lab of NCREE (National Center for Research on Earthquake Engineering). The advantage of the shaking table in the second lab of NCREE is that the shaking table has powerful performance, long-stroke and high-velocity, so that it can simulate the characteristics of pulse-like records. The selected records divide into 5 groups: 10 pulse-like records with short Tp (group 1), 10 pulse-like records with medium Tp (group 2), 10 non-pule records (group 3), 10 record of artificial ground motions (group 4), and 5 records of famous earthquakes in Taiwan (group 5). To discuss the effect that the response of the isolation system when the records of different groups hit. The results show that pulse period Tp is an important parameter for the response of isolation system; if the average response spectrum are similar, the average response of the isolation system are larger as the pulse-like records hit than as the non-pule records hit; even if the response spectrum of the artificial records is similar to the one of the pulse-like records, the response of the pulse-like record is larger than the one of the artificial records corresponding to the pulse-like record. In addition, the analytical model, FPBearingPTV, in OpenSees is used to compare with experimental results. 黃尹男 2018 學位論文 ; thesis 198 zh-TW
collection NDLTD
language zh-TW
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description 碩士 === 國立臺灣大學 === 土木工程學研究所 === 106 === The isolation systems are used to improve seismic capacity of the structure, increasing period makes the acceleration of superstructure decrease. Therefore, adding isolators can decrease the input energy, so that the superstructure keeps elastic under design earthquake, but the isolator will get lager displacement. In far-fault region, isolation system have been proven to be an effective way to improve structural seismic capacity. The difference between near-fault and far-fault earthquake is that near-fault record has pulse-like signal with a long period of velocity pulse (pulse period, Tp), the signal is able to make the isolator displacement be larger and lead isolation system damage. This study would perform shaking table tests on a structure with frictional pendulum bearings in the second lab of NCREE (National Center for Research on Earthquake Engineering). The advantage of the shaking table in the second lab of NCREE is that the shaking table has powerful performance, long-stroke and high-velocity, so that it can simulate the characteristics of pulse-like records. The selected records divide into 5 groups: 10 pulse-like records with short Tp (group 1), 10 pulse-like records with medium Tp (group 2), 10 non-pule records (group 3), 10 record of artificial ground motions (group 4), and 5 records of famous earthquakes in Taiwan (group 5). To discuss the effect that the response of the isolation system when the records of different groups hit. The results show that pulse period Tp is an important parameter for the response of isolation system; if the average response spectrum are similar, the average response of the isolation system are larger as the pulse-like records hit than as the non-pule records hit; even if the response spectrum of the artificial records is similar to the one of the pulse-like records, the response of the pulse-like record is larger than the one of the artificial records corresponding to the pulse-like record. In addition, the analytical model, FPBearingPTV, in OpenSees is used to compare with experimental results.
author2 黃尹男
author_facet 黃尹男
Yu-Chen Lin
林禹辰
author Yu-Chen Lin
林禹辰
spellingShingle Yu-Chen Lin
林禹辰
Experimental and Analytical Study of a Structure with Frictional Pendulum Bearings Subject to Near-Fault Ground Motions
author_sort Yu-Chen Lin
title Experimental and Analytical Study of a Structure with Frictional Pendulum Bearings Subject to Near-Fault Ground Motions
title_short Experimental and Analytical Study of a Structure with Frictional Pendulum Bearings Subject to Near-Fault Ground Motions
title_full Experimental and Analytical Study of a Structure with Frictional Pendulum Bearings Subject to Near-Fault Ground Motions
title_fullStr Experimental and Analytical Study of a Structure with Frictional Pendulum Bearings Subject to Near-Fault Ground Motions
title_full_unstemmed Experimental and Analytical Study of a Structure with Frictional Pendulum Bearings Subject to Near-Fault Ground Motions
title_sort experimental and analytical study of a structure with frictional pendulum bearings subject to near-fault ground motions
publishDate 2018
url http://ndltd.ncl.edu.tw/handle/r98hzu
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