請用此 Handle URI 來引用此文件：
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/80995完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 邱俊翔(Jiunn-Shyang Chiou) | |
| dc.contributor.author | Han-Yu Chien | en |
| dc.contributor.author | 簡翰鈺 | zh_TW |
| dc.date.accessioned | 2022-11-24T03:25:21Z | - |
| dc.date.available | 2026-09-03 | |
| dc.date.available | 2022-11-24T03:25:21Z | - |
| dc.date.copyright | 2021-09-11 | |
| dc.date.issued | 2021 | |
| dc.date.submitted | 2021-09-03 | |
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| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/80995 | - |
| dc.description.abstract | 本研究以理論分析之角度，考慮沉箱基礎之非線性（韌性）行為，發展橋梁沉箱基礎之初步耐震設計流程。首先基於溫克模型 (Winkler model) 提出埋置於三種理想完全彈塑性土壤之剛性沉箱基礎，受到複合側力與彎矩載重下之反應解析解。分析模型僅考慮基礎周圍土壤之側向阻抗，並根據基礎頂部與底部周圍土壤之降伏情形界定出不同的載重狀態與極限狀態，以基礎頂部之力與彎矩平衡求得各載重狀態下基礎反應與極限承載力之解析解，並以此解析解建立側力-彎矩互制平面上之破壞包絡線與載重狀態分區。接著本研究提出修正之解析解以考慮底部剪力與彎矩效應之影響，利用此解析解可建立沉箱基礎頂部之力-位移與彎矩-轉角側推曲線，並模擬縮尺與現地試驗以進行驗證。 利用所提出之分析模型，本研究分析耐震設計規範中用以評估基礎性能之檢核項目及容許值與基礎-土壤狀態之關係，以此探討其之合適性。繼則進行受震反應分析以求得不同回歸期地震作用下橋梁沉箱基礎之性能反應值，並進行一系列參數研究探討各分析參數對基礎與結構系統性能之影響。 最後基於研究結果，提出橋梁沉箱基礎之初步耐震設計流程，分別考慮傳統以基礎為容量保護構件及以基礎為韌性構件之二種設計概念。並針對凝聚性及非凝聚性土壤之沉箱基礎為例，示範設計流程，並比較兩種設計概念所得的沉箱基礎設計結果之差異。 | zh_TW |
| dc.description.provenance | Made available in DSpace on 2022-11-24T03:25:21Z (GMT). No. of bitstreams: 1 U0001-0209202114230400.pdf: 5459487 bytes, checksum: ffc1018324556ab0a74f7d79792ba279 (MD5) Previous issue date: 2021 | en |
| dc.description.tableofcontents | 摘要 I Abstract II 目錄 III 圖目錄 VII 第一章 緒論 1 1.1 研究背景與目的 1 1.2 研究方法 1 1.3 研究內容 2 第二章 文獻回顧 3 2.1 耐震設計概述 3 2.1.1 耐震設計概念發展 3 2.1.2 基礎耐震設計 5 2.2 沉箱側載行為 7 2.2.1 側向受載反應 7 2.2.2 基礎反應理論分析 9 2.2.3 極限側力-彎矩互制曲線 17 2.2.4系統降伏狀態 19 2.3 基礎受震反應 20 2.4 小結 21 第三章 沉箱基礎側向荷載反應之理論分析 39 3.1 分析模型 39 3.2 理論解與互制曲線 40 3.2.1 均勻土壤 41 3.2.2 py隨深度線性增加之Gibson土壤 44 3.2.3 py與k皆隨深度線性增加之Gibson土壤 48 3.2.4 比較與討論 51 3.3 底部效應修正 52 3.3.1 理論分析 52 3.3.2 範例與探討 57 3.4 分析參數決定 59 3.4.1 均勻土壤 59 3.4.2 py隨深度線性增加之Gibson土壤 62 3.4.3 py與k隨深度線性增加之Gibson土壤 64 3.5 案例分析 64 3.5.1 凝聚性土壤 64 3.5.2 非凝聚性土壤 66 3.6 小結 69 第四章 沉箱基礎耐震性能分析 97 4.1 耐震性能規定介紹與檢討 97 4.1.1 設計地震與性能目標 97 4.1.2 現有規範性能指標與容許值之介紹 98 4.1.3降伏點與性能狀態之關係及決定方法 99 4.1.4 性能指標容許值與基礎-土壤狀態之關係 103 4.1.5 性能指標與容許值之建議 105 4.2 受震反應分析 106 4.2.1 設計地震反應譜 106 4.2.2 受震反應分析方法介紹 106 4.2.3 範例 108 4.3 受震反應參數研究 110 4.3.1 凝聚性土壤 110 4.3.2 非凝聚性土壤 113 4.3.3 參數交互影響 116 4.3.4 結構系統參數對側推曲線之影響 116 4.4 小結 117 第五章 沉箱基礎耐震設計 151 5.1 沉箱基礎耐震設計流程 151 5.1.1 以基礎為容量保護構件之設計流程 151 5.1.2 以基礎為韌性構件之設計流程 153 5.2 凝聚性土壤 155 5.2.1 以基礎為容量保護構件之設計流程 156 5.2.2 以基礎為韌性構件之設計流程 157 5.3 非凝聚性土壤 159 5.3.1 以基礎為容量保護構件之設計流程 159 5.3.2 以基礎為韌性構件之設計流程 161 5.4 小結 163 第六章 結論與建議 167 6.1 結論 167 6.2 建議 168 參考文獻 169 附錄A 理論分析推導 177 A.1 均勻土壤 177 A.2 py隨深度線性增加之Gibson土壤 180 A.3 py與k皆隨深度線性增加之Gibson土壤 182 附錄B 參數交互影響 189 B.1 均勻土壤 189 B.2 Gibson土壤 190 | |
| dc.language.iso | zh-TW | |
| dc.subject | 耐震設計 | zh_TW |
| dc.subject | 解析解 | zh_TW |
| dc.subject | 複合載重 | zh_TW |
| dc.subject | 沉箱基礎 | zh_TW |
| dc.subject | 基礎性能 | zh_TW |
| dc.subject | Seismic design | en |
| dc.subject | Caisson foundations | en |
| dc.subject | Combined loading | en |
| dc.subject | Analytical solutions | en |
| dc.subject | Foundation performance | en |
| dc.title | 橋梁沉箱基礎耐震設計之理論分析模式發展 | zh_TW |
| dc.title | Theoretical Development of Seismic Design Procedure for Caisson Foundations | en |
| dc.date.schoolyear | 109-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 柯永彥(Hsin-Tsai Liu),許尚逸(Chih-Yang Tseng) | |
| dc.subject.keyword | 沉箱基礎,複合載重,解析解,基礎性能,耐震設計, | zh_TW |
| dc.subject.keyword | Caisson foundations,Combined loading,Analytical solutions,Foundation performance,Seismic design, | en |
| dc.relation.page | 215 | |
| dc.identifier.doi | 10.6342/NTU202102954 | |
| dc.rights.note | 同意授權(限校園內公開) | |
| dc.date.accepted | 2021-09-06 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| dc.date.embargo-lift | 2026-09-03 | - |
| 顯示於系所單位： | 土木工程學系 | |
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