請用此 Handle URI 來引用此文件：
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/81320完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 黃世建(Shyh-Jiann Hwang) | |
| dc.contributor.author | Hyun-Sun Lim | en |
| dc.contributor.author | 林炫善 | zh_TW |
| dc.date.accessioned | 2022-11-24T03:42:59Z | - |
| dc.date.available | 2021-08-04 | |
| dc.date.available | 2022-11-24T03:42:59Z | - |
| dc.date.copyright | 2021-08-04 | |
| dc.date.issued | 2021 | |
| dc.date.submitted | 2021-07-21 | |
| dc.identifier.citation | [1] Clough, R. W., and Johnston, S. B., “Effect of stiffness degradation on earthquake ductility requirements,” Proceedings of Japan Earthquake Engineering Symposium, Tokyo, Japan, 1966. [2] Takeda, T., Sozen, M. A., and Nielsen, N. N., “Reinforced Concrete Response to Simulated Earthquakes,” Journal of Structural Divisions, ASCE, Vol. 96, No.12, 1970, pp. 2557-2573. [3] Dowell, R. K., Seible, F., and Wilson, E.L., “Pivot Hysteresis Model for Reinforced Concrete members,” ACI Structural Journal, Vol. 95, no. 5, 1998, pp. 607-617. [4] Codd E. F., “A Relational Model of Data for Large Shared Data Banks,” Communications of the ACM, V. 13, No. 6, June. 1970, pp. 377-387. https://www.seas.upenn.edu/~zives/03f/cis550/codd.pdf [5] Yen, W., “Taiwan High-strength Reinforced Concrete Test Database – Establishment of NCREE DataHub,” Master thesis, Dept. of Civil Engineering, National Taiwan Univ., Taipei, Taiwan, 2020. [6] Berry, M., Parrish, M., and Eberhard, M., PEER Structural Performance Database User’s Manual (Version 1.0), 2004 [7] Catlin, A. C., HewaNadungodage, C., Pujol, S., Laughery, L., Sim, C., Puranam, A., and Bejarano, A., “A Cyberplatform for Sharing Scientific Research Data at DataCenterHub,” Computing in Science Engineering, V. 20, No.3, May/June, 2018, pp. 49-70. Doi:10.1109/mcse.2017.3301213 [8] Taylor, A. W., Kuo, C., Wellenius, K., Chung, D., and Duke, C. A Summary of Cyclic Lateral Load Tests on Rectangular Reinforced Concrete Columns (NISTIR 5984), 1997. [9] Taylor, A. W., and Stone, W. C., A Summary of Cyclic Lateral Load Tests on Spiral Reinforced Concrete Columns: Building and Fire Research Laboratory, National Institute of Standards and Technology, 1993. [10] Balaji Sivaramakrishnan, B. E., “Non-Linear Modeling Parameters for Rienforced Concrete Columns Subjected to Seismic Loads,” M.S. thesis, The University of Texas at Austin, Austin, USA, 2010. [11] American Society of Civil Engineers (ASCE) 41., “Seismic Rehabilitation of Existing Buildings,” ASCE 41-06 Supplement No.1, American Society of Civil Engineers, Reston, Virginia, 2007. [12] American Concrete Institute (ACI) Committee 369, “Guide for Seismic Rehabilitation of Existing Concrete Frame Buildings and Commentary,” American Concrete Institute, Farmington Hills, MI, 2011. [13] Shen, W. C., Hwang, S. J., Li, Y. A., Weng, P. W., Moehle, J. P, “Force-Displacement Model for Shear-Critical Reinforced Concrete Columns,” ACI Structural Journal, V. 118, No. 1, January. 2021, pp. 241-249. doi: 10.14359/51728092 [14] Li, Y. A., Weng, P. W., and Hwang, S. J., “Seismic Performance of Reinforced Concrete Intermediate Short Columns Failed in Shear,” ACI Structural Journal, V. 116, No. 3, May. 2018, pp. 195-206. doi: 10.14359/51713309 [15] Li, Y. A.; Huang, Y. T.; and Hwang, S. J., “Seismic Response of Reinforced Concrete Short Columns Failed in Shear,” ACI Structural Journal, V. 111, No. 4, July-Aug. 2014, pp. 945-954. doi: 10.14359/51686780 [16] Li, Y. A., and Hwang, S. J., “Prediction of Lateral Load Displacement Curves for Rineforced Concrete Short Columns Failed in Shear,” Journal of Structural Engineering, ASCE, V. 143, No. 2, 2017, pp. 04016164 doi: 10.1061/(ASCE)ST.1943-541X.0001656 [17] Berry, M. P., and Eberhard, M. O., “Practical Perofrmance Model for Bar Buckling,” Journal of Stuctural Engineering, ASCE, V. 131, No. 7, July. 2005, pp. 1060-1070. doi: 10.1061 [18] Elwood, K. J., and Moehle, J. P., “Drift capacity of reinforced concrete columns with light transverse reinforcement,” Earthquake Spectra, V. 21, No. 1, February, 2005, pp 71-89. doi: 10.1193/1.1849774 [19] Masaya, H., A List of Past Experimental Results of Reinforced Concrete Columns, Building Research Institute, Ministry of Construction, Japan, 1973. [20] Wight, J. K., and Sozen, M. A. Shear strength decay in reinforced concrete columns subjected to large deflection reversals, Structural Research Series No. 403, Universtiy of Illinois, Urbana, 1973. [21] Ohue, M., Morimoto, H., Fujii, S., and Morita, S., The behavior of RC short columns failing in splitting bond-shear under dynamic lateral loading, Transactions of the Japan Concrete Institute, V. 7, 1985, pp. 293–300. [22] Ling, Y. C., “A Study on Hysteresis Modeling of Reinforced Concrete Columns,” Master thesis, Dept. of Civil Engineering, National Taiwan Univ., Taipei, Taiwan (in Chinese), 2019. [23] ASCE/SEI 41-13, “Seismic Evalution and Retrofit of Existing Buildings (41-13),” American Society of Civil Engineers, ASCE, Reston, VA, 2014, 518 pp. [24] Wallace, J. W. and Moehle J.P., “BIAX: A computer program for the analysis of reinforced concrete sections,” Department of Civil Engineering, University of California; 1989. [25] Chadwell, C. and Imbsen, R. A., “XTRACT: A Tool for Axial Force – Ultimate Curvature Interations,” Structures Congress, 2004, pp. 1-9, doi:10.1061/40700(2004)178 [26] Park, R., Priestley, M. J. N., Gill, W. D., “Ductility of square-confined concrete columns. Journal of the Structural Division,” ASCE, V. 108, No. 4, April. 1982, https://doi.org/10.1061/JSDEAG.0005933 [27] ACI Committee 318 “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 2019, 633 pp. [28] Sezen, H., amd Moehle, J. P., “Seismic tests of concrete columns with light transverse reinforcement,” ACI Structural Journal, V. 106, No. 6, 2016, pp. 842-849. [29] Benjamin, J. R., and Williams, H. A. (1957). “Behavior of one-story reinforced concrete shear walls,” Proc. J. Strut. Div., V. 83, No. 3, pp. 1-49. https://doi.org/10.1061/JSDEAG.0000118. [30] Hwang, S. J., and Lee H. J., “Strength Prediction for Discontinuity Regions by Softened Strut-and-Tie Model,” Journal of structural engineering, December, 2002, doi: 10.1061/(ASCE)0733-9445(2002)128:12(1519) [31] Hwang, S. J., Tsai, R. J, Lam, W. K., and Moehle, J. P., “Simplification of Softened Strut-and-Tie Model for Strength Prediction of Discontinuity Regions,” ACI Strcutural Journal, V. 114, No. 5, 2017, pp. 1239-1248 [32] Paulay, T., and Priestley, M. J. N., Seismic design of reinforced concrete and masonry buildings, Willey, Now York, 1992, 744 pp. [33] Sezen, H., Inchinose, T., and Pujol, S., “Principles of Reinforced Concrete Design,” Taylor Francis Group, 2014, pp. 189-194. [34] Midas Civil Manual, Midas I.T., access on January, 2021, https://eng.snu.ac.kr/sites/default/files/softwares/civil/02_Analysis_Reference.pdf [35] Ou, Y. C., Alrasyid, H., Harber, Z. B., and Lee, H. J., “Cyclic Behavior of Precast High-Strength Reinforced Concrete Columns,” ACI Structural Juournal, V. 112, No. 6, December. 2015, doi: 10.14359/51687911 [36] Cheng, M. Y., and Giduquio, M. B., “Cyclic Behavior of Reinforced Concrete Flexural Members Using High-Strength Flexural Reinforcement,” Structural Journal, V. 111, No. 4, July. 2014, pp. 893-902, doi: 10.14359/51686632 [37] Giduquio, M. B., Cheng, M. Y., and Wibowo, L. S. B., “High-Strength Flexural Reinforcement in Reinforced Concrete Flexural Members under Monotonic Loading,” ACI Structural Journal, V. 112, No. 6, November. 2015, doi: 10.14359/51688057 [38] Wibowo, L. S. B., Cheng, M. Y., Huang, F. C., and Tai, T. Y., “Effectiveness of High-Strength Hoops in High-Strength Flexural Member,” ACI Strcutural Journal, V. 114, No. 4, July. 2017, doi: 10.14359/51689620 [39] Chang, K. C., “SEISMIC RETROFIT STUDY OF BRIDGES AT NCREE” National Center for Research on Earthquake, January 2000, https://www.researchgate.net/publication/237303388_Seismic_Retrofit_Study_of_RC_Bridge_Columns [40] Tsai, K. C., and Lin, M. L., “Steel Jacket Retrofitting of Rectangular RC Bridge Columns to Prevent to Prevent Lap Splice and Shear Failure” National Center for Research on Earthquake, December 2002, NCREE-02-015, https://www.ncree.narl.org.tw/accomplishment/technicalreports/page/10313 [41] Chung, L. L., Wu, L. Y., Yu, B. H., Wang, W. C., Chang, J. J., and Liao, C. H., “A Experimental Study of Seismic Behavior of Concrete Bridge Columns with Old and New Design Code,” National Center for Research on Earthquake, July 2002, NCREE-02-021, https://www.ncree.narl.org.tw/accomplishment/technicalreports/page/10319 [42] Lin, M. L., Chen, P. C., Tsai, K. C., and Wu, Y. H., “Retrofit Tests on RC Columns Subjected to High Axial Force and Reverse-Curvature Momen,” National Center for Research on Earthquake, September 2008, NCREE-08-025, https://www.ncree.narl.org.tw/accomplishment/technicalreports/page/10623 [43] Lee, B. J., Chang, K. C., and Chang S. B., “Retrofit of Circular Reinforced Concrete Bridge Column by CFRP,” National Center for Research on Earthquake, December 1999, NCREE-99-037, https://www.ncree.narl.org.tw/accomplishment/technicalreports/page/10173 [44] Li, Y. F.; Zhu, Y. Z., “A Study on the FRP Seismic Retrofitting Circular Piers (2),” National Center for Research on Earthquake, December 1999, NCREE-99-036, https://www.ncree.narl.org.tw/accomplishment/technicalreports/page/10172 [45] Hwang, J. S.; Cheng, C. P., Chou, C. H.; Hsue, Y. M., “Seismic Retrofit of Existing RC Bridge Columns Using Steel Jacketing,” National Center for Research on Earthquake, June 1999, NCREE-99-016 https://www.ncree.narl.org.tw/accomplishment/technicalreports/page/10153 | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/81320 | - |
| dc.description.abstract | 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。 | zh_TW |
| dc.description.provenance | Made available in DSpace on 2022-11-24T03:42:59Z (GMT). No. of bitstreams: 1 U0001-2007202111553400.pdf: 6115356 bytes, checksum: 21a82e6f8ba1c8b97759482ddb0bb263 (MD5) Previous issue date: 2021 | en |
| dc.description.tableofcontents | 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 | |
| dc.language.iso | en | |
| dc.subject | 補強柱資料庫 | zh_TW |
| dc.subject | 鋼筋混凝土柱 | zh_TW |
| dc.subject | 遲滯模型 | zh_TW |
| dc.subject | 背骨曲線 | zh_TW |
| dc.subject | backbone curve | en |
| dc.subject | reinforced column database | en |
| dc.subject | hysteresis model | en |
| dc.subject | RC column | en |
| dc.title | NCREE datahub中鋼筋混凝土柱的反覆載重研究 | zh_TW |
| dc.title | Study of Reinforced Concrete Column under Cyclic Loading with NCREE Datahub | en |
| dc.date.schoolyear | 109-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 朴艾雪(Hsin-Tsai Liu),李翼安(Chih-Yang Tseng) | |
| dc.subject.keyword | 鋼筋混凝土柱,遲滯模型,背骨曲線,補強柱資料庫, | zh_TW |
| dc.subject.keyword | RC column,hysteresis model,backbone curve,reinforced column database, | en |
| dc.relation.page | 110 | |
| dc.identifier.doi | 10.6342/NTU202101590 | |
| dc.rights.note | 同意授權(限校園內公開) | |
| dc.date.accepted | 2021-07-21 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| 顯示於系所單位： | 土木工程學系 | |
文件中的檔案：
| 檔案 | 大小 | 格式 | |
|---|---|---|---|
| U0001-2007202111553400.pdf 授權僅限NTU校內IP使用（校園外請利用VPN校外連線服務） | 5.97 MB | Adobe PDF |
系統中的文件，除了特別指名其著作權條款之外，均受到著作權保護，並且保留所有的權利。