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碩士 === 國立中央大學 === 土木工程學系 === 104 === This study focused on the experimental evaluation on the seismic performance of the frame system with adjustable steel plate infill wall. A series of loading tests were conducted on frames with various infill wall arrangements. It was found from the test results...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2016
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| Online Access: | http://ndltd.ncl.edu.tw/handle/76614822070294429236 |
| Summary: | 碩士 === 國立中央大學 === 土木工程學系 === 104 === This study focused on the experimental evaluation on the seismic performance of the frame system with adjustable steel plate infill wall. A series of loading tests were conducted on frames with various infill wall arrangements. It was found from the test results that the adjustable steel plate infill wall significantly enhanced the stiffness, strength and energy dissipation of the frame system. The frame strength was governed by the number, thickness and arrangement of the steel plates. It was observed from the tests that the damage was concentrated on the steel plates and the frame and the restrainers remained intact. Theoretical derivation using the Strip Model effectively predicted the behavior of the infill walls. Finite element analyses using ABAQUS demonstrated the effectiveness of the proposed design method.
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