臺灣博碩士論文加值系統

藉由觀察受損建物我們可以知道，柱構件對於抗地震建物的重要性。因此，評估及預測柱構件在反覆載重的行為極為關鍵。數十年來許多學者已提出了各種遲滯迴圈模型。然而與實驗結果的驗證卻相對缺少。為此，本研究著重在比較遲滯迴圈模型與實驗結果的擬合。首先，本研究評估用以預測柱構件在反覆載重下行為的背骨曲線。而後，進一步評估與發展由國家地震中心所創建的資料庫。除此之外，為了提升資料庫的使用品質，相關的程式也被建立。

From the observation of the damaged structure during an earthquake, it is clear that the column plays a decisive role amongst the members in an earthquake-resistant building. Therefore, it is important to meticulously evaluate the behavior of column members under cyclic load. To this end, the hysteresis model which represent this behavior has been proposed and developed by several researchers over the decades. However, researchers have not sufficiently verified its effectiveness. In this study, the effectiveness of the hysteresis model was evaluated by comparing the model to test results. First, the backbone curve used to predict the envelope of cyclic behavior was evaluated.
Afterward the database hosted by NCREE (National Center for Earthquake Engineering) was evaluated and it was developed mainly for reinforced column. Also, it was tried to establish program compatible with the database to improve its usability.

口試委員審定書 ⅰ
Acknowledgements ⅱ
摘要 iii
Abstract iv
Contents ⅵ
List of Tables ⅷ
List of Figures ⅸ
Chapter 1 Introduction 1
1.1 General 1
1.2 Objective & Methodology 2
Chapter 2 Literature Review 5
2.1 Database 5
2.1.1 Relational Database 5
2.1.2 NCREE Datahub 6
2.1.3 PEER Database 7
2.1.4 DEEDS DatacenterHub 8
2.1.5 ACI Database 8
2.2 Backbone Curve 9
2.2.1 Shear Failure 9
2.2.2 Flexural Failure 10
2.2.3 Flexural-Shear Failure 10
2.3 Hysteresis Model 11
2.3.1 Clough Model 11
2.3.2 Takeda Model 11
2.3.3 Pivot Model 12
Chapter 3 NCREE Database 14
3.1 Data Collection 14
3.1.1 Source 14
3.1.2 Form 15
3.2 Database Structure 15
3.2.1 Category 15
3.3 Attribute of Circular Column Test Data 16
3.3.1 Geometric Properties 16
3.3.2 Material Properties 16
3.3.3 Detail of bar 16
3.3.4 Loading 17
3.4 Results 17
Chapter 4 Backbone curve 19
4.1 Failure Mode Determination 20
4.1.1 Definition of failure mode 20
4.1.2 Section Analysis 21
4.2 Generating the Backbone Curve 22
4.2.1 Shear Failure 22
4.2.2 Flexural Failure 28
4.2.3 Flexural-Shear Failure 30
4.3 Results of Comparison 32
Chapter 5 Hysteresis Model 35
5.1 Hysteresis Model 35
5.1.1 Clough Model 35
5.1.2 Takeda Model 36
5.1.3 Pivot Model 38
5.2 Result of comparison 42
Chapter 6 Conclusion 45
6.1 NCREE Datahub 45
6.2 Column cyclic behavior 46


Reference 48
Appendix A 97
Appendix B 104

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