DOI QR코드

DOI QR Code

비연성 RC 기둥의 하중-변형 응답 모사를 위한 모델 매개변수 제안

Development of Model Parameter Prediction Equations for Simulating Load-deformation Response of Non-ductile RC Columns

  • Lee, Chang Seok (Department of Architectural Engineering, Hanyang University) ;
  • Han, Sang Whan (Department of Architectural Engineering, Hanyang University)
  • 투고 : 2018.12.07
  • 심사 : 2019.01.31
  • 발행 : 2019.03.01

초록

Many reinforced concrete (RC) buildings constructed prior to 1980's lack important features guaranteeing ductile response under earthquake excitation. Structural components in such buildings, especially columns, do not satisfy the reinforcement details demanded by current seismic design codes. Columns with deficient reinforcement details may suffer significant damage when subjected to cyclic lateral loads. They can also experience rapid lateral strength degradation induced by shear failure. The objective of this study is to accurately simulate the load-deformation response of RC columns experiencing shear failure. In order to do so, model parameters are calibrated to the load-deformation response of 40 RC column specimens failed in shear. Multivariate stepwise regression analyses are conducted to develop the relationship between the model parameters and physical parameters of RC column specimens. It is shown that the proposed predictive equations successfully estimated the model parameters of RC column specimens with great accuracy. The proposed equations also showed better accuracy than the existing ones.

키워드

참고문헌

  1. Moon KH, Jeon YR, Lee CS, Han SW. Evaluation of Performance of Korean Existing School Buildings with Masonry Infilled Walls Against Earthquakes. Journal of the Earthquake Engineering Society of Korea. 2012 Dec;16(6):37-46. https://doi.org/10.5000/EESK.2012.16.6.037
  2. Lee CS, Heo CD, Koh H, Han SW. Cyclic Behavior of Existing RC Columns with Lap Splices under Biaxial Bending. Journal of the Korea Concrete Institute. 2018 Oct;30(5):473-480. https://doi.org/10.4334/JKCI.2018.30.5.473
  3. Lynn AC, Moehle JP, Mahin SA, Holmes WT. Seismic Evaluation of Existing Reinforced Concrete Building Columns. Earthq. Spectra. 1996 Nov;12(4):715-739. https://doi.org/10.1193/1.1585907
  4. Sezen H, Moehle JP. Shear strength model for lightly reinforced concrete columns. J. Struct. Eng. 2004 Nov;130(11):1692-1703. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:11(1692)
  5. Sezen H, Moehle JR. Seismic tests of concrete columns with light transverse reinforcement. ACI Struct. J. 2006 Nov-Dec;103(6):842-849.
  6. Melek M, Wallace JW. Cyclic behavior of columns with short lap splices. ACI Struct. J. 2004 Nov-Dec;101(6):802-811.
  7. Beres A, White RN, Gergely P. Seismic Behavior of Reinforced Concrete Frame Structures with Nonductile Details Part I: Summary of Exp Findings of Full-Scale Beam-Column Joint Tests. University at Buffalo, the State University of New York, c1992.
  8. Bracci JM, Reinhorn AM, Mander JB. Seismic resistance of reinforced concrete frame structures designed only for gravity loads: part I-design and properties of a one-third scale model structure. University at Buffalo, the State University of New York, c1992.
  9. Setzler EJ, Sezen H. Model for the lateral behavior of reinforced concrete columns including shear deformations. Earthq. Spectra. 2008 May;24(2):493-511. https://doi.org/10.1193/1.2932078
  10. Ibarra LF, Medina RA, Krawinkler H. Hysteretic models that incorporate strength and stiffness deterioration. Earthq. Eng. Struct. Dyn. 2005 Oct;34(12):1489-1511. https://doi.org/10.1002/eqe.495
  11. Lignos DG, Krawinkler H. Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading. J Struct Eng. 2011 Nov;137(11):1291-1302. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000376
  12. Lowes LN, Altoontash A. Modeling reinforced-concrete beamcolumn joints subjected to cyclic loading. J. Struct. Eng. 2003 Dec;129(12):1686-1697. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1686)
  13. Haselton CB, Liel AB, Taylor-Lange SC, Deierlein GG. Calibration of Model to Simulate Response of Reinforced Concrete Beam-Columns to Collapse. ACI Struct. J. 2016 Nov-Dec;113(6):1141-1152. https://doi.org/10.14359/51689245
  14. Elwood KJ. Modelling failures in existing reinforced concrete columns. Can. J. Civ. Eng. 2004 Oct;31(5):846-859. https://doi.org/10.1139/l04-040
  15. Spacone E, Filippou FC, Taucer FF. Fibre Beam-Column Model for Non-Linear Analysis of R/C Frames: Part I. Formulation. Earthq. Eng. Struct. Dyn. 1996 25(7):711-725. https://doi.org/10.1002/(SICI)1096-9845(199607)25:7<711::AID-EQE576>3.0.CO;2-9
  16. LeBorgne MR, Ghannoum WM. Calibrated analytical element for lateral-strength degradation of reinforced concrete columns. Eng Struct. 2014 Dec 15;81:35-48. https://doi.org/10.1016/j.engstruct.2014.09.030
  17. Ghannoum WM, Moehle JP. Rotation-Based Shear Failure Model for Lightly Confined RC Columns. J Struct Eng. 2012 Oct;138(10):1267-1278. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000555
  18. Ghannoum WM, Moehle JP. Shake-Table Tests of a Concrete Frame Sustaining Column Axial Failures. ACI Struct. J. 2012 May-Jun;109(3):393-402.
  19. Sezen H, Chowdhury T. Hysteretic Model for Reinforced Concrete Columns Including the Effect of Shear and Axial Load Failure. J Struct Eng. 2009 Feb;135(2):139-146. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:2(139)
  20. Coleman J, Spacone E. Localization issues in force-based frame elements. J Struct Eng. 2001 Nov;127(11):1257-1265. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:11(1257)
  21. Spacone E, Filippou FC, Taucer FF. Fibre Beam-Column Model for Non-Linear Analysis of R/C Frames: Part Ii. Applications. Earthq. Eng. Struct. Dyn. 1996 25(7):727-742. https://doi.org/10.1002/(SICI)1096-9845(199607)25:7<727::AID-EQE577>3.0.CO;2-O
  22. ASCE. Seismic Evaluation and Retrofit of Existing Buildings. Reston, VA: American Society of Civil Engineers. c2017.
  23. MOLIT. Seismic Performance evaluation & improvement revision of existing structures Korea Infrastructures Safety and Technology Corporation: Ministry of Land, Infrastructure and Transport. c2013.
  24. Ismail M, Ikhouane F, Rodellar J. The Hysteresis Bouc-Wen Model, a Survey. Arch. Comput. Method Eng. 2009 Jun;16(2):161-188. https://doi.org/10.1007/s11831-009-9031-8
  25. Ortiz GA, Alvarez DA, Bedoya-Ruiz D. Identification of Bouc-Wen type models using multi-objective optimization algorithms. Comput. Struct. 2013;114-115:121-132. https://doi.org/10.1016/j.compstruc.2012.10.016
  26. Skalomenos KA, Hatzigeorgiou GD, Beskos DE. Parameter identification of three hysteretic models for the simulation of the response of CFT columns to cyclic loading. Eng Struct. 2014 Mar;61:44-60. https://doi.org/10.1016/j.engstruct.2014.01.006
  27. Marano GC, Pelliciari M, Cuoghi T, Briseghella B, Lavorato D, Tarantino AM. Degrading Bouc-Wen Model Parameters Identification Under Cyclic Load. International Journal of Geotechnical Earthquake Engineering. 2017;8(2):60-81. https://doi.org/10.4018/IJGEE.2017070104
  28. McKenna F. OpenSees: A Framework for Earthquake Engineering Simulation. Comput. Sci. Eng. 2011 Jul-Aug;13(4):58-66. https://doi.org/10.1109/MCSE.2011.66
  29. Albanesi T, Lavorato D, Nuti C, Santini S. Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers. Eur. J. Environ. Civ. Eng. 2009;13(6):671-683. https://doi.org/10.1080/19648189.2009.9693145
  30. Lavorato D, Nuti C. Pseudo-dynamic tests on reinforced concrete bridges repaired and retrofitted after seismic damage. Eng Struct. 2015 Jul;94:96-112. https://doi.org/10.1016/j.engstruct.2015.01.012
  31. Nagasaka T. Effectiveness of steel fiber as web reinforcement in reinforced concrete columns. Transactions of the Japan Concrete Institute. 1982;4(1):493-500.
  32. Ohue M, Morimoto H, Fujii S, Morita S. The behavior of RC short columns failing in splitting bond-shear under dynamic lateral loading. Transactions of the Japan Concrete Institute. 1985;7(1):293-300.
  33. Imai H, Yamamoto Y. A study on causes of earthquake damage of Izumi high school due to Miyagi-Ken-Oki earthquake in 1978. Transactions of the Japan Concrete Institute. 1986;8(1):405-418.
  34. Arakawa T, Arai Y, Mizoguchi M, Yoshida M. Shear res is ting behavior of short reinforced concrete columns under biaxial bending-shear. Transactions of the Japan Concrete Institute. 1989;11:317-324.
  35. Ono A, Shirai N, Adachi H, Sakamaki Y. Elasto-plastic behavior of reinforced concrete column with fluctuating axial force. Transactions of the Japan Concrete Institute. 1989;11:239-246.
  36. Wight JK, Sozen MA. Shear Strength Decay in Reinforced Concrete Columns Subjected to Large Deflection Reversals. University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign. c1973.
  37. Umehara H, Jirsa JO. Shear strength and deterioration of short reinforced concrete columns under cyclic deformations: University of Texas at Austin. c1982.
  38. Bett BJ, Jirsa JO, Klingner RE. Behavior of strengthened and repaired reinforced concrete columns under cyclic deformations, University of Texas at Austin. c1985.
  39. Saatcioglu M, Alsiwat JM, Ozcebe G. Hysteretic Behavior of Anchorage Slip in R/C Members. J Struct Eng. 1992 Sep;118(9):2439-2458. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:9(2439)
  40. FEMA. Effects of strength and stiffness degradation on seismic response. Washington, D.C.: Department of Homeland Security, c2009.
  41. Aslani H, Miranda E. Fragility assessment of slab-column connections in existing non-ductile reinforced concrete buildings. J Earthq Eng. 2005 Nov;9(6):777-804. https://doi.org/10.1080/13632460509350566
  42. Has elton CB, Liel AB, Lange ST, Deierlein GG. Beam-Column Element Model Calibrated for Predicting Flexural Response Leading to Global Collapse of RC Frame Buildings. Pacific Earthquake Engineering Research Center. c2008.
  43. KCI. Korea Structural Concrete Design Code 2012. Seoul, Korea: Korea Concrete Institute. c2012.
  44. ACI. Building Code Requirements for Structural Concrete and Commentary (ACI 318-14). Farmington Hills, MI: American Concrete Institute; c2014.
  45. Esaki F. Reinforcing effect of steel plate hoops on ductility of R/C square columns. 11th World conference on earthquake engineering. Mexico. c1996.