耦合結構牆受近斷層地震作用之行為

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姓名

古賢唯(Hsien-We Kui) 查詢紙本館藏

畢業系所

土木工程學系

論文名稱

耦合結構牆受近斷層地震作用之行為

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摘要(中)

近斷層地震在近年來在土木工程領域中備受關注，其原因為在同一次的地震中，近斷層區域得到的紀錄與遠場區域得到的紀錄相比，有許多顯著的不同特徵，例如：速度脈衝、滑衝效應、破裂方向性等特徵，危害性也比較大，因此建築物在近斷層地震力的作用下，有可能遭受非預期的嚴重破壞。本研究建立三種不同樓層的抗震耦合結構牆之分析模型，分別為十、十八與三十層樓模型，其中，耦合結構牆是由兩個以上之結構牆(structural wall)藉由連接梁(coupling beam)所連結而成一整體之結構物，在地震頻繁的區域，耦合牆常用以增加系統的側向勁度，另外加入鎳鈦形狀記憶合金(Ni-Ti Shape Memory Alloy，簡稱SMA)於連接梁、結構牆等區域，探討耦合結構牆加入SMA於近斷層地震(Near-fault earthquake)作用下之結構動態行為，分別進行非線性側推分析、反覆加載分析、與不同層級地震下的非線性動力分析，文中並以系統層間變位、結構牆與連接梁轉角等結構參數，評估耦合結構系統之損害。結果顯示，SMA加入耦合牆之連接梁中，能發揮其超彈性性能，降低結構體於加載後之殘留變形。

摘要(英)

In recent years,near-fault earthquake much pay close attention in the field of civil engineering. The reason is in the same earthquake, compared near-fault region records with far-field region near fault region , there are many different characteristics. For example, velocity pulses, fling-step effect, and rupture directivity effect etc. Harmfulness is relatively large. Therefore, the building under the action of near-fault earthquake, there are likely to suffer serious damage unexpected. In this study, the seismic analysis model coupled structural walls of three different floors, respectively, ten, eighteen and thirty level floor model,wherein the coupling structure is composed of two or more of the wall structure wall by connecting beam linked together a structure. In earthquake-prone region, coupled wall commonly used to increase the lateral stiffness of the system. Followed by addition of Ni-Ti shape memory alloy in connection beams, structural walls and other areas, discussion coupled structural walls joined SMA in the dynamic behavior of structures under near-fault earthquake effects were nonlinear pushover analysis, repeated load analysis, and nonlinear dynamic analysis under different levels of seismic. In the study, inter-system layer structure parameters of displacement, structural walls and connecting beam angle, etc., to assess the damage of the coupling structure of the system. The results show, SMA added to the coupling of the connection wall beams, can play its super-elastic properties, to reduce residual deformation after loading the structure.

關鍵字(中)

★ 近斷層地震
★ 耦合結構牆
★ 形狀記憶合金
★ 動力分析

關鍵字(英)

★ near-fault earthquakes
★ coupled structural walls
★ shape memory alloy
★ dynamic analysis

論文目次

目錄
摘要 I
ABSTRACT II
誌謝 III
目錄 IV
圖目錄 XI
表目錄 XVIII
第一章緒論 1
1-1 研究動機 1
1-2 研究目的 3
1-3 研究方法 3
1-4 論文架構 4
第二章文獻回顧 5
2-1 近斷層地震 5
2-1-1 近斷層地震動的集中性 6
2-1-2 地表破裂與滑衝效應 6
2-1-3 破裂的方向性效應 8
2-1-4 近斷層的速度大脈衝 9
2-1-5 上盤效應 11
2-1-6 近斷層地震對結構物反應分析 12
2-2 耦合結構牆 16
2-2-1 耦合率 17
2-2-2 連接梁 19
2-3 形狀記憶合金 20
2-3-1 形狀記憶效應（SME） 21
2-3-2 擬彈性效應（PE） 23
2-3-3 形狀記憶合金的應用 24
第三章有限元素模型介紹與非線性靜力分析 29
3-1 有限元素模型介紹 29
3-1-1 耦合結構牆設計 29
3-1-2 模型建立與材料參數介紹 32
3-2 結構牆之受力反應 39
3-2-1 耦合率曲線 39
3-2-2 側推曲線 42
3-2-3 非線性雙向反覆加載分析 43
第四章耦合結構牆系統動態歷時分析 46
4-1 地震歷時資料及分類 46
4-2 規範評估 58
4-3 層間位移 59
4-3-1 遠域地震作用 59
4-3-2 近域地震作用 62
4-3-3 遠域與近域地震比較 65
4-3-4 近域地震分類條件比較 68
4-3-4-1 10/50層級地震 68
4-3-4-2 2/50層級地震 69
4-4 連接梁轉角 72
4-4-1 遠域地震作用 72
4-4-2 近域地震作用 75
4-4-3 遠域與近域地震比較 78
4-4-4 近域地震分類條件比較 81
4-4-4-1 10/50層級地震 81
4-4-4-2 2/50地震層級 82
4-5 結構牆轉角 85
4-5-1 遠域地震作用 85
4-5-2 近域地震作用 89
4-5-3 遠域與近域地震比較 93
4-5-4 近域地震分類條件比較 96
4-5-4-1 10/50層級地震 96
4-5-4-2 2/50層級地震 97
4-6 殘留位移 100
4-6-1 遠域地震作用 100
4-6-2 近域地震作用 104
4-6-3 遠域與近域地震比較 110
4-6-4 近域地震分類條件比較 113
4-6-4-1 10/50層級地震 113
4-6-4-2 2/50層級地震 114
4-7 結構系統初始週期與結束週期 117
4-7-1 遠域地震作用 117
4-7-2 近域地震作用 120
第五章含形狀記憶合金之耦合結構牆系統動態歷時分析 123
5-1 層間位移 124
5-1-1 遠域地震作用 124
5-1-1-1 10層樓結構 124
5-1-1-2 18層樓結構 126
5-1-1-3 30層樓結構 128
5-1-2 近域地震作用 130
5-1-2-1 10層樓結構 130
5-1-2-2 18層樓結構 132
5-1-2-3 30層樓結構 134
5-1-3 遠域與近域地震比較 136
5-1-3-1 10層樓結構 136
5-1-3-1-1 近域地震分類依據 139
5-1-3-2 18層樓結構 142
5-1-3-2-1 近域地震分類依據 145
5-1-3-3 30層樓結構 148
5-1-3-3-1 近域地震分類依據 151
5-1-3-4 近域地震分類比較 154
5-1-3-4-1 10/50層級地震 154
5-1-3-4-2 2/50層級地震 155
5-2 連接梁轉角 158
5-2-1 遠域地震作用 158
5-2-1-1 10層樓結構 158
5-2-1-2 18層樓結構 160
5-2-1-3 30層樓系統 162
5-2-2 近域地震作用 164
5-2-2-1 10層樓系統 164
5-2-2-2 18層樓系統 166
5-2-2-3 30層樓系統 168
5-2-3 遠域與近域地震比較 170
5-2-3-1 10層樓系統 170
5-2-3-1-1 近域地震分類依據 173
5-2-3-2 18層樓系統 176
5-2-3-2-1 近域地震分類依據 179
5-2-3-3 30層樓系統 182
5-2-3-3-1 近域地震分類依據 185
5-2-3-4 近域地震分類條件比較 188
5-2-3-4-1 10/50層級地震 188
5-2-3-4-2 2/50層級地震 189
5-3 結構牆轉角 192
5-3-1 遠域地震作用 192
5-3-1-1 10層樓系統 192
5-3-1-2 18層樓系統 194
5-3-1-3 30層樓系統 196
5-3-2 近域地震作用 198
5-3-2-1 10層樓系統 198
5-3-2-2 18層樓系統 200
5-3-2-3 30層樓系統 202
5-3-3 遠域與近域地震比較 204
5-3-3-1 10層樓系統 204
5-3-3-1-1 近域地震分類依據 207
5-3-3-2 18層樓系統 210
5-3-3-2-1 近域地震分類依據 213
5-3-3-3 30層樓系統 216
5-3-3-3-1 近域地震分類依據 219
5-3-3-4 近域地震分類條件比較 222
5-3-3-4-1 10/50層級地震 222
5-3-3-4-2 2/50層級地震 223
5-4 殘留位移 226
5-4-1 遠域地震作用 226
5-4-1-1 10層樓系統 226
5-4-1-2 18層樓系統 228
5-4-1-3 30層樓系統 230
5-4-2 近域地震作用 232
5-4-2-1 10層樓系統 232
5-4-2-2 18層樓系統 234
5-4-2-3 30層樓系統 236
5-4-3 遠域與近域地震比較 238
5-4-3-1 10層樓系統 238
5-4-3-2 18層樓系統 240
5-4-3-3 30層樓系統 242
5-4-3-4 近域地震分類條件比較 244
5-4-3-4-1 10/50層級地震 244
5-4-3-4-2 2/50層級地震 245
5-5 結構系統初始週期與結束週期 248
5-5-1 遠域地震作用 248
5-5-1-1 10層樓系統 248
5-5-1-2 18層樓系統 251
5-5-1-3 30層樓系統 254
5-5-2 近域地震作用 257
5-5-2-1 10層樓系統 257
5-5-2-2 18層樓系統 260
5-5-2-3 30層樓系統 263
第六章結論 266
參考文獻 269

參考文獻

參考文獻
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指導教授

洪崇展、張瑞宏(Chung-Chan Hung Jui-Hung Chang)

審核日期

2016-8-30

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