Inelastic earthquake response and damage assessment of retrofitted RC structures 耐震補修を施された鉄筋コンクリート構造物の地震応答と耐震性評価に関する研究
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著者
書誌事項
- タイトル
-
Inelastic earthquake response and damage assessment of retrofitted RC structures
- タイトル別名
-
耐震補修を施された鉄筋コンクリート構造物の地震応答と耐震性評価に関する研究
- 著者名
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伊津野, 和行, 1960-
- 著者別名
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イズノ, カズユキ
- 学位授与大学
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京都大学
- 取得学位
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博士 (工学)
- 学位授与番号
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乙第8165号
- 学位授与年月日
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1993-03-23
注記・抄録
博士論文
目次
- 論文目録 / (0001.jp2)
- Abstract / (0005.jp2)
- Table of Contents / p1 (0006.jp2)
- 1.Introduction / p1 (0008.jp2)
- 1.1 General Remarks / p1 (0008.jp2)
- 1.2 Organization of the Study / p5 (0010.jp2)
- References of Chapter1 / p6 (0011.jp2)
- 2.Seismic Damage Assessment of RC Structures using Different Hysteretic Models / p9 (0012.jp2)
- 2.1 General Remarks / p9 (0012.jp2)
- 2.2 Hysteretic Models for Force-Deformation Relation / p9 (0012.jp2)
- 2.3 Damage Indices using Different Hysteretic Models / p11 (0013.jp2)
- 2.4 Damage Spectra using Different Hysteretic Models / p16 (0016.jp2)
- 2.5 Conclusions / p20 (0018.jp2)
- References of Chapter2 / p21 (0018.jp2)
- Figures of Chapter2 / p22 (0019.jp2)
- 3.Hybrid Experiments on Repaired RC Members Subjected to Earthquake Motion / p33 (0024.jp2)
- 3.1 General Remarks / p33 (0024.jp2)
- 3.2 Hybrid Loading System of Earthquake Response (HYLSER) / p33 (0024.jp2)
- 3.3 Repair Work / p35 (0025.jp2)
- 3.4 Experimental Results / p36 (0026.jp2)
- 3.5 The Stiffness Deterioration Process / p39 (0027.jp2)
- 3.6 Energy dissipation / p41 (0028.jp2)
- 3.7 Seismic Risk of Unrepaired Damaged Members / p43 (0029.jp2)
- 3.8 Conclusions / p44 (0030.jp2)
- References of Chapter3 / p45 (0030.jp2)
- Tables of Chapter3 / p46 (0031.jp2)
- Figures of Chapter3 / p49 (0032.jp2)
- Photos of Chapter3 / p68 (0042.jp2)
- 4.Inelastic Earthquake Response Analysis and Damage Assessment of Retrofitted RC Structures using Extended Fiber Model / p74 (0045.jp2)
- 4.1 General Remarks / p74 (0045.jp2)
- 4.2 Simplified Procedure to Quantify Effectiveness of Seismic Retrofit / p74 (0045.jp2)
- 4.3 Verification Examples using Test Results / p77 (0046.jp2)
- 4.4 Application to Bridge Pier with Terminated Reinforcement / p80 (0048.jp2)
- 4.5 Conclusions / p83 (0049.jp2)
- References of Chapter4 / p84 (0050.jp2)
- Tables of Chapter4 / p85 (0050.jp2)
- Figures of Chapter4 / p87 (0051.jp2)
- 5.Nonlinear Earthquake Response of a RC Bridge Pier Retrofitted with HDR Seismic Isolator / p111 (0063.jp2)
- 5.1 General Remarks / p111 (0063.jp2)
- 5.2 Nonlinear Substructured Hybrid Testing Procedure / p111 (0063.jp2)
- 5.3 Response of Isolated and Non-Isolated Bridge Pier / p113 (0064.jp2)
- 5.4 Adding Seismic Isolator to Slightly Damaged Pier / p115 (0065.jp2)
- 5.5 Conclusions / p118 (0067.jp2)
- References of Chapter5 / p120 (0068.jp2)
- Tables of Chapter5 / p121 (0068.jp2)
- Figures of Chapter5 / p123 (0069.jp2)
- Photos of Chapter5 / p153 (0084.jp2)
- 6.Concluding Remarks / p156 (0086.jp2)
- 6.1 Summary / p156 (0086.jp2)
- 6.2 Conclusions / p157 (0086.jp2)