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  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 土木工程學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/32196
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.authorCong-Hieu Luuen
dc.contributor.author劉功孝zh_TW
dc.date.accessioned2021-06-13T03:36:12Z-
dc.date.available2011-08-04
dc.date.copyright2011-08-04
dc.date.issued2011
dc.date.submitted2011-07-28
dc.identifier.citation1. ATC-40,'Seismic evaluation and retrofit of concrete buildings,' ATC-40 Report, Applied Technology Council, Redwood City, California, USA, 1996
2. FEMA 273,'NEHRP guidelines for the seismic rehabilitation of buildings,' Federal Emergency Management Agency, Washington, D.C., 1997
3. FEMA 356,'Prestandard and commentary for the seismic rehabilitation of buildings,' Federal Emergency Management Agency, Washington, D.C., 2000
4. FEMA 440,'Improvement of nonlinear static seismic analysis procedures,' Federal Emergency Management Agency, Washington, D.C., 2004
5. ASCE 41-06, “Seismic rehabilitation of existing buildings,” by American Society of Civil Engineers, ASCE, 2006
6. NCREE-09-023,'Technology handbook for seismic evaluation and retrofit of school buildings,' Second edition, National Center on Research for Earthquake Engineering, Taipei Taiwan, (in Chinese), Nov. 2009, 299 pp.
7. NCREE-09-020,'International training program for seismic design of structures,' National Center on Research for Earthquake Engineering, Taipei Taiwan, Oct. 2009, 260 pp.
8. NCREE-08-033,'Field test and analysis for school building retrofitted by RC jacketing system,' National Center on Research for Earthquake Engineering, Taipei Taiwan, (in Chinese), Dec. 2008, 157 pp.
9. CSI,'ETABS: Extended 3D analysis of building systems, nonlinear version 9.5,' Computer and Structures, Inc., Berkeley, California, 2008
10. CSI,'ETABS: Extended 3D analysis of building systems, nonlinear version 9.5,' User’s Manual, Computer and Structures, Inc., Berkeley, California, 2008
11. Architectural Institute of Japan (AIJ),'Design guideline for earthquake resistant reinforced concrete building based on inelastic displacement concept,' Architectural Institute of Japan, Tokyo, 1999 (in Japanese)
12. ACI Committee 318,'Building code requirement for structural concrete (ACI 318-05) and commentary (318R-05),' American Concrete Institute, Farmington Hills, Mich., 2005, 430 pp.
13. Elwood, K.J., and Moehle, J. P.,'Drift Capacity of Reinforced Concrete Columns with Light Transverse Reinforcement,' Earthquake Spectra, Vol. 21, No. 1, 2005, pp. 71-89
14. Elwood, K. J., and Moehle, J. P.,'Axial Capacity Model for Shear-Damaged Columns,' ACI Structural Journal, Vol. 102, No. 4, 2005, pp. 578-587
15. Sezen, H. and Moehle, J. P.,'Shear strength model for lightly reinforced concrete columns,' Journal of Structural Engineering, ASCE, Vol. 130, No. 11, 2004, pp. 1692-1703
16. Moehle, J. P.; Elwood, K. J.; and Sezen, H.,'Gravity Load Collapse of Building Frames during Earthquakes,' S. M. Uzumeri Symposium: Behavior and Design of Concrete Structures for Seismic Performance, SP-197, S. A. Sheikh and O. Bayrak, eds., American Concrete Institute, Farmington Hills, Mich., 2002, pp. 215-238
17. Chopra, A. K.,'Dynamics of Structures-Theory and Applications to Earthquake Engineering,' Prentice-Hall, Inc., Englewood Cliffs, New Jersey, USA, 1999
18. Hsu, T. T. C., Unified Theory of Reinforced Concrete, CRC Press, Inc., Boca Raton, 1993, 336 pp.
19. MacGregor, J. G., Reinforced Concrete: Mechanics and Design, 3rd Edition, Prentice Hall Inc., Englewood Cliffs, NJ, 1997, 939 pp.
20. Comartin, C. D., Niewiarowski, R.W., Freeman, S.A., Turner, F.M., “Seismic Evaluation and Retrofit of Concrete Building: A Practical Overview of the ATC 40 Document,” Earthquake Spectra, Vol. 16, No. 1, Feb. 2000, pp. 241-261
21. Ministry of the Interior, “Seismic Design Code and Illustration of Buildings,” Taipei, Taiwan, R.O.C., (in Chinese) 2006
22. Sozen, M. A., Monteiro, P., Moehle, J. P., and Tang, H. T.,'Effects of cracking and age on stiffness reinforced concrete walls resisting in-plane shear,' Proc., The Fourth Symposium on Nuclear Power Plant Structures, Equipment, and Piping, North Carolina State Univ., Raleigh, NC, Dec. 1992, 3.1-3.13
23. Paulay, T., and Priestley, M. J. N.,'Seismic design of reinforced concrete and masonry buildings,' John Wiley & Sons, Inc., New York, 1992, 744 pp.
24. Chen, Yi-Hsin,'Seismic evaluation of RC buildings infilled with brick walls,' PhD. dissertation, National Cheng Kung University, Taiwan (in Chinese), 2003
25. Sezen, H.,'Seismic behavior and modeling of reinforced concrete building columns,' PhD. dissertation, Department of Civil and Environmental Engineering, University of California, Berkeley, 2002
26. Comité Euro-Internation du Beton (CEB)-Fédération International de La Precontrainte (FIP). (1993). Model Code 1990, 1993, (MC90), Thomas Telford, London.
27. Hwang, S. J., and Lee, H. J.,'Strength prediction for discontinuity regions by softened strut-and-tie model,' J. Struct. Engineering, ASCE, 128(12), 2002, pp. 1519-1526
28. Tu, Y. S.,'An analytical study of the lateral load-deflection responses of low rise RC walls and frames,' Ph.D. Dissertation, Dept. of Constr. Engrg., National Taiwan University of Science and Technology, Taipei, Taiwan, 2005 (in Chinese)
29. Moehle, J. P.,'Displacement-based design of RC structures subjected to earthquakes,' Earthquake Spectra, 8(3), 1992, pp. 403-428
30. Tu, Y.H., Liu, T.W., Ao, L.C., and Yeh P.L.,'Nonlinear static seismic analysis and its validation using damage data from reinforced-concrete school buildings,' Proceeding, Third Asia-Pacific Young Researchers and Graduates Symposium, Taipei, Taiwan, Mar. 2011, pp. 306-313
31. Lehman, D. E., and Moehle, J. P.,'Seismic performance of well-confined concrete bridge columns,' PEER-1998/01, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, 2000
32. Vecchio, F. J., and Collins, M. P.,'Compression response of cracked reinforced concrete.' J. Struct. Engr., ASCE, 119(12), 1993, pp. 3590-3610.
33. Bali, I., Hwang, S.J.,'Strength and deflection prediction of double-curvature reinforced concrete squat walls', Structural Engineering and Mechanics, Vol. 27, No. 4, 2007, pp. 501-521
34. Tsai, T.H., Lee, C.E., Jung, H.J.,'Seismic retrofit of a concrete school building in Taoyuan, Taiwan,' Proceeding, Third Asia-Pacific Young Researchers and Graduates Symposium, Taipei, Taiwan, Mar. 2011, pp. 413-421
35. Microsoft Visual Basic Express 2005-Microsoft Corporation @ 2005
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/32196-
dc.description.abstractThe problem of seismic assessment and retrofitting design of low-rise school buildings is significant in Taiwan after the Chi-Chi earthquake in 1999. The technology of seismic assessment and retrofitting design of low-rise school buildings has already developed in NCREE handbook. However, in design practice, there are still numerous problems that need to be considered. In the study, two pushover tests of school building are compared with the analysis to evaluate the effectiveness of the NCREE method. In addition, three problems related to retrofitting design, which are encountered in practice, are considered. These problems are the removal of short columns in structure, the optimal selection of RC jacket’s position, and the waterproofing problem of RC jacket method. Based on the obtained base shear – roof displacement curve, peak ground acceleration, and failure mechanism that are determined from each analysis, this study proposes some recommendations for retrofitting design analysis of school buildings.en
dc.description.provenanceMade available in DSpace on 2021-06-13T03:36:12Z (GMT). No. of bitstreams: 1
ntu-100-R98521263-1.pdf: 6537012 bytes, checksum: 8e7e9ae98544eb4639cfcb34d859360e (MD5)
Previous issue date: 2011
en
dc.description.tableofcontentsABSTRACT i
ACKNOWLEDGEMENT iii
LIST OF TABLES vii
LIST OF FIGURES ix
CHAPTER I INTRODUCTION
1.1 Background 1
1.2 Research objectives 2
1.3 Organization of report 2
CHAPTER II SEISMIC ASSESSMENT
2.1 Performance-based engineering 5
2.2 Nonlinear static procedure 6
2.3 Nonlinear dynamic procedure 7
2.4 Capacity spectrum method 8
2.5 NCREE method 11
2.6 Pushover analysis with ETABS 2000 13
CHAPTER III SIMULATION OF MEMBER BEHAVIOR
3.1 Brick Wall 17
3.2 Shear Wall 22
3.3 Column 33
3.4 Short Column 39
3.5 Beam 40
3.6 Hinge simulation in ETABS 41
CHAPTER IV VERIFICATION OF NCREE METHOD
4.1 Specimen description 43
4.2 Material 45
4.3 Test setup 46
4.4 Test result 47
4.5 Simulation of analysis 48
4.6 Discussion of analysis 49
CHAPTER V SOLUTION TO PROBLEMS
5.1 Briefly description of the typical school building 51
5.2 Order of analysis results 53
5.3 Removal of short columns 53
5.4 Optimal selection of RC jacket location 61
5.5 Water proofing problem of RC jacket method 63
CHAPTER VI CONCLUSIONS 67
REFERENCES 69
TABLES 75~84
FIGURES 85~125
APPENDIX A: HINGE SIMULATION IN ETABS A1
APPENDIX B: PRCA-COLUMN HINGE MODULE A2
APPENDIX C: PRCA-BEAM HINGE MODULE A13
APPENDIX D: PRCA-BRICK WALL HINGE MODULE A25
APPENDIX E: PRCA-RC JACKET HINGE MODULE A31
APPENDIX F: PRCA-WING WALL HINGE MODULE A42
APPENDIX G: PRCA-SHEAR WALL HINGE MODULE A53
APPENDIX H: PRCA-SHORT COLUMN HINGE MODULE A67
APPENDIX I: PRCA-PGA CALCULATION MODULE A70
APPENDIX J: Results of the analysis problems solved by 'Restart using secant stiffness' method A76
dc.language.isoen
dc.subject校舍zh_TW
dc.subject低矮型建築zh_TW
dc.subject耐震評估zh_TW
dc.subject補強設計zh_TW
dc.subject短柱zh_TW
dc.subject擴柱zh_TW
dc.subject防水zh_TW
dc.subjectschool buildingen
dc.subjectwaterproofingen
dc.subjectRC jacketen
dc.subjectshort columnen
dc.subjectretrofit designen
dc.subjectseismic assessmenten
dc.subjectlow-rise buildingen
dc.title低矮型鋼筋混凝土校舍之耐震評估zh_TW
dc.titleSeismic Assessment for Reinforced Concrete School Buildingen
dc.typeThesis
dc.date.schoolyear99-2
dc.description.degree碩士
dc.contributor.oralexamcommittee周中哲(Chung-Che Chou),蕭輔沛(Fu-Pei Hsiao)
dc.subject.keyword低矮型建築,校舍,耐震評估,補強設計,短柱,擴柱,防水,zh_TW
dc.subject.keywordlow-rise building,school building,seismic assessment,retrofit design,short column,RC jacket,waterproofing,en
dc.relation.page262
dc.rights.note有償授權
dc.date.accepted2011-07-29
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept土木工程學研究所zh_TW
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