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    請使用永久網址來引用或連結此文件: http://ir.lib.ncu.edu.tw/handle/987654321/94528


    題名: 配置雙橢圓鋼板消能器之鋼結構於近斷層載重作用下耐震性能研究
    作者: 吳啟祥;WU, CHI-HSIANG
    貢獻者: 土木工程學系
    關鍵詞: 近斷層載重;雙橢圓鋼板消能器;滑動斜撐;抗彎構架;near-fault effects;dual-oval steel plate damper;sliding brace;moment-resisting frame
    日期: 2024-08-20
    上傳時間: 2024-10-09 14:52:24 (UTC+8)
    出版者: 國立中央大學
    摘要: 近斷層地震通常帶有含速度脈衝之震波,對結構物之危害遠大於同規模之遠域地震,本研究針對近斷層載重作用下,配置雙橢圓鋼板消能器之斜撐對鋼構架耐震性能提升有效性,進行探討,並以一系列構件及構架試驗,評估其強度、勁度、能量消散與有效阻尼之規模。
    另為評估此設計在近斷層衝擊效應下的強健性,本研究亦參酌先前研究之成果[21],比較其在反復載重與近斷層載重下,承載性能之差異。由試驗結果之比較得知,相較於反復載重模式,此設計在近斷層衝擊效應下,仍有穩定之承載能力,且無面外挫屈之行為發生。另由構架承載性能比較,雙橢圓鋼板消能器,既能提升其耐震性能,亦能有效維持主要結構構件之完整性,配置此設計之斜撐鋼構架,其強度能達到抗彎構架之1.83倍以上,累積總消能則可提升1.4倍以上。由此可證,抗彎構架內配置此設計於近斷層載重衝擊下,亦能大幅提升其承載能力與耐震性能,因此為一有效可行之耐震性能提升設計。
    ;In the past decade, the disasters caused by several well-known large earthquakes, both domestically and internationally, have drawn attention to the effects of near-fault ground motions. These earthquakes typically involve ground motions with velocity pulses, which damage to structures is bigger than the Far-Fault earthquakes. Therefore, this study focuses on evaluating the feasibility of using a previously designed[21]configuration of double-oval steel plate dampers in buckling-restrained steel frames under near-fault loading protocol. The study aims to define its application feasibility under near-fault effects, observe its structural behavior, and conduct a detailed comparison with configurations under cyclic loading protocol.
    To assess its feasibility under near-fault effects, this research conducted a series of loading tests on specimens with different cross-sectional depths and eccentricities designed based on previous studies[21]. From the test results, it is evident that compared to cyclic loading patterns, this design maintains stable load-bearing capacity even under near-fault effects, with no occurrence of out-of-plane buckling behavior. Compared to moment-resisting frames, this design not only effectively preserves the integrity of the main structure but also enhances its seismic performance. Its strength can exceed that of moment-resisting frames by more than 1.83 times, and the cumulative energy dissipation can also increase by more than 1.4 times. This indicates that incorporating this design into moment-resisting frames significantly enhances their load-bearing capacity and seismic performance, making it an effective and feasible design solution.
    顯示於類別:[土木工程研究所] 博碩士論文

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