Drift Capacity of Reinforced Concrete Structural Walls with Special Boundary Elements

1. ACI Committee 318, 1983, “Building Code Requirements for Reinforced Concrete (ACI 318-83),” American Concrete Institute, Farmington Hills, MI, 155 pp.

2. ACI Committee 318, 1999, “Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (ACI 318R-99), ” American Concrete Institute, Farmington Hills, MI, 391 pp.

3. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 519 pp.

4. Architectural Institute of Japan, 2010, “AIJ Standard for Structural Calculation of Reinforced Concrete Structures,” Maruzen, Tokyo, Japan. (in Japanese)

5. ASCE/SEI Standards, 2010, “Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10),” American Society for Civil Engineers, Reston, VA, 518 pp.

6. ASCE/SEI Standards, 2013, “Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-13),” American Society of Civil Engineers, Reston, VA, 518 pp.

7. Birely, A. C., 2012, “Seismic Performance of Slender Reinforced Concrete Structural Walls,” PhD dissertation, University of Washington, Seattle, WA, 983 pp.

8. Brown, P.; Ji, J.; Sterns, A.; Lehman, D. E., Lowes; Kuchma, D.; and Zhang, J., 2006, “Investigation of the Seismic Behavior and Analysis of Reinforced Concrete Walls,” Proceedings, 8th US National Conference on Earthquake Engineering, San Francisco, CA.

9. Chun, Y. S., 2015, “Seismic Performance of Special Shear Wall with the Different Hoop Reinforcement Detail and Spacing in the Boundary Element,” LHI Journal, V. 6, No. 1, pp. 11-19. (in Korean)10.5804/LHIJ.2015.6.1.011 ↗

10. Chun, Y. S.; Lee, K. H.; Lee, H. W.; Park, Y. E.; and Song, J. K., 2013, “Seismic Performance of Special Shear Wall Structural System with Effectively Reduced Reinforcement Detail,” Journal of the Korea Concrete Institute, V. 25, No. 3, pp. 271-281. doi: 10.4334/JKCI.2013.25.3.271 (in Korean)10.4334/JKCI.2013.25.3.271 ↗

11. Chun, Y. S., and Park, J. Y., 2016, “Seismic Performance of Special Shear Wall with Modified Details in Boundary Element Depending on Axial Load Ratio,” LHI Journal, V. 7, No. 1, pp. 31-41. (in Korean)10.5804/LHIJ.2016.7.1.031 ↗

12. Eberhard, M. O., and Sozen, M. A., 1993, “Behavior-Based Method to Determine Design Shear in Earthquake-Resistant Walls,” Journal of Structural Engineering, ASCE, V. 119, No. 2, pp. 619-640. doi: 10.1061/(ASCE)0733-9445(1993)119:2(619)10.1061/(ASCE)0733-9445(1993)119:2(619) ↗

13. Elwood, K. J.; Maffei, J. M.; Riederer, K. A.; and Telleen, K., 2009, “Improving Column Confinement—Part 1: Assessment of Design Provisions,” Concrete International, V. 31, No. 11, Nov., pp. 32-39.

14. Hines, E. M.; Seible, F.; and Priestley, M. J. N., 2002, “Seismic Performance of Hollow Rectangular Reinforced Concrete Piers with Highly Confined Corner Elements—Phase I: Flexural Tests, and Phase II: Shear Tests,” Structural Systems Research Project 99/15, University of California, San Diego, CA, 266 pp.

15. Kabeyasawa, T., and Matsumoto, K., 1992, “Tests and Analyses of Ultra-High Strength Reinforced Concrete Shear Walls,” Proceedings, 10th World Conference on Earthquake Engineering, Madrid, Spain, pp. 3291-3296.

16. Kabeyasawa, T.; Ohkubo, T.; and Nakamura, Y., 1996, “Tests and Analysis of Hybrid Wall Systems,” Proceedings, 11th World Conference on Earthquake Engineering, Acapulco, Mexico.

17. Keintzel, E., 1990, “Seismic Design Shear Forces in RC Cantilever Shear Wall Structures,” European Earthquake Engineering, V. 3, pp. 7-16.

18. Kishimoto, T.; Hosoya, H.; and Oka, Y., 2008, “Study on Structural Performance of R/C Rectangular Section Core Walls (Part 3 and 4),” Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, V. C-2, pp. 355-358. (in Japanese)

19. Kolozvari, K.; Orakcal, K.; and Wallace, J. W., 2015, “Modeling of Cyclic Shear-Flexure Interaction in Reinforced Concrete Structural Walls. Part I: Theory,” Journal of Structural Engineering, ASCE, V. 141, No. 5, 10 pp.10.1061/(ASCE)ST.1943-541X.0001059 ↗

20. Liang, X.; Che, J.; Yang, P.; and Deng, M., 2013, “Seismic Behavior of High-Strength Concrete Structural Walls with Edge Columns,” ACI Structural Journal, V. 110, No. 6, Nov.-Dec., pp. 953-963.10.14359/51686151 ↗

21. Lowes, L. N.; Lehman, D. E.; Birely, A. C.; Kuchma, D. A.; Marley, K. P.; and Hart, C. R., 2012, “Earthquake Response of Slender Concrete Planar Concrete Walls with Modern Detailing,” Engineering Structures, V. 34, pp. 455-465.10.1016/j.engstruct.2012.04.040 ↗

22. Lu, X.; Zhou, Y.; Yang, J.; Qian, J.; Song, C.; and Wang, Y., 2010, “NEES Shear Wall Database,” Network for Earthquake Engineering Simulation, Dataset, available at https://nees.org/resources/1683.

23. Lu, Y.; Gultom, R.; Henry, R. S.; and Ma, Q. T., 2016, “Testing of RC Walls to Investigate Proposed Minimum Vertical Reinforcement Limits in NZS 3101:2006 (A3),” Proceedings, 2016 NZSEE Annual Conference, Christchurch, New Zealand.

24. Matsubara, S.; Sanada, Y.; Tani, M.; Takahashi, S.; Ichinose, T.; and Fukuyama, H., 2013, “Structural Parameters of Confined Area Affect Flexural Deformation Capacity of Shear Walls That Fail in Bending with Concrete Crushing,” Journal of Structural and Construction Engineering, V. 78, No. 691, pp. 1593-1602. doi: 10.3130/aijs.78.159310.3130/aijs.78.1593 ↗

25. Mobeen, S., 2002, “Cyclic Tests of Shear Walls Confined with Double Head Studs,” MS thesis, University of Alberta, Edmoton, AB, Canada, 194 pp.

26. Nagae, T.; Tahara, K.; Taiso, M.; Shiohara, H.; Kabeyasawa, T.; Kono, S.; Nishiyama, M.; Wallace, J. W.; Ghannoum, W. M.; Moehle, J. P.; Sause, R.; Keller, W.; and Tuna, Z., 2011, “Design and Instrumentation of the 2010 E-Defense Four-Story Reinforced Concrete and Post-Tensioned Concrete Buildings,” PEER Report 2011/104, Pacific Earthquake Engineering Research Center (PEER), Berkeley, CA, 234 pp.

27. Oesterle, R. G.; Aristizabal-Ochoa, J. D.; Fiorato, A. E.; Russell, H. G.; and Corley, W. G., 1979, “Earthquake Resistant Structural Walls–Phase II,” Report to National Science Foundation (ENV77-15333), Construction Technology Laboratories, Portland Cement Association, Skokie, IL, 331 pp.

28. Oesterle, R. G.; Fiorato, A. E.; Johal, L. S.; Carpenter, J. E.; Russell, H. G.; and Corley, W. G., 1976, “Earthquake Resistant Structural Walls—Tests of Isolated Walls,” Report to National Science Foundation (GI-43880), Construction Technology Laboratories, Portland Cement Association, Skokie, IL, 315 pp.

29. Paulay, T., and Goodsir, W. J., 1985, “The Ductility of Structural Walls,” Bulletin of the New Zealand National Society for Earthquake Engineering, V. 18, pp. 250-269.10.5459/bnzsee.18.3.250-269 ↗

30. Segura, C. L., and Wallace, W. J., 2018a, “Seismic Performance Limitations and Detailing of Slender Reinforced Concrete Walls,” ACI Structural Journal, V. 115, No. 3, May, pp. 849-860. doi: 10.14359/5170191810.14359/51701918 ↗

31. Segura, C. L., and Wallace, W. J., 2018b, “Impact of Geometry and Detailing on Drift Capacity of Slender Walls,” ACI Structural Journal, V. 115, No. 3, May, pp. 885-896. doi: 10.14359/5170204610.14359/51702046 ↗

32. Seismic Engineering Research Infrastructures for European Synergies (SERIES), 2013, “SERIES RC Walls Database,” available at http://www.dap.series.upatras.gr.

33. Seo, S.; Oh, T.; Kim, K.; and Yoon, S., 2010, “Hysteretic Behavior of RC Shear Wall with Various Lateral Reinforcements in Boundary Columns for Cyclic Lateral Load,” Journal of the Korea Concrete Institute, V. 22, No. 3, pp. 357-366. doi: 10.4334/JKCI.2010.22.3.35710.4334/JKCI.2010.22.3.357 ↗

34. Takahashi, S.; Yoshida, K.; Ichinose, T.; Sanada, Y.; Matsumoto, K.; Fukuyama, H.; and Suwada, H., 2013, “Flexural Drift Capacity of Reinforced Concrete Wall with Limited Confinement,” ACI Structural Journal, V. 110, No. 1, Jan.-Feb., pp. 95-104.10.14359/51684333 ↗

35. Thomsen, J. H. IV, and Wallace, J. W., 2004, “Displacement-Based Design of Slender Reinforced Concrete Structural Walls—Experimental Verification,” Journal of Structural Engineering, ASCE, V. 130, No. 4, pp. 618-630. doi: 10.1061/(ASCE)0733-9445(2004)130:4(618)10.1061/(ASCE)0733-9445(2004)130:4(618) ↗

36. Uniform Building Code, 1997, “International Council of Building Code Officials (UBC-97),” Whittier, CA.

37. Wallace, J. W., 1994, “A New Methodology for Seismic Design of RC Shear Walls,” Journal of Structural Engineering, ASCE, V. 120, No. 3, pp. 863-884. doi: 10.1061/(ASCE)0733-9445(1994)120:3(863)10.1061/(ASCE)0733-9445(1994)120:3(863) ↗

38. Wallace, J. W., 2012, “Behavior, Design, and Modeling of Structural Walls and Coupling Beams—Lessons from Recent Laboratory Tests and Earthquakes,” International Journal of Concrete Structures and Materials, V. 6, No. 1, pp. 3-18. doi: 10.1007/s40069-012-0001-410.1007/s40069-012-0001-4 ↗

39. Wallace, J. W.; Massone, L. M.; Bonelli, P.; Dragovich, J.; Lagos, R.; Luders, C.; and Moehle, J., 2012, “Damage and Implications for Seismic Design of RC Structural Wall Buildings,” Earthquake Spectra, V. 28, pp. 281-289. doi: 10.1193/1.400004710.1193/1.4000047 ↗

40. Wallace, J. W., and Moehle, J. P., 1992, “Ductility and Detailing Requirements of Bearing Wall Buildings,” Journal of Structural Engineering, ASCE, V. 118, No. 6, pp. 1625-1644. doi: 10.1061/(ASCE)0733-9445(1992)118:6(1625)10.1061/(ASCE)0733-9445(1992)118:6(1625) ↗

41. Welt, T. S., 2015, “Detailing for Compression in Reinforced Concrete Wall Boundary Elements: Experiments, Simulations, and Design Recommendations,” PhD thesis, University of Illinois, Urbana-Champaign, IL, 530 pp.

42. Whitman, Z., 2015, “Investigation of Seismic Failure Modes in Flexural Concrete Walls Using Finite Element Analysis,” MS thesis, University of Washington, Seattle, WA, 201 pp.

43. Xiao, Q., and Guo, Z., 2014, “Low-Cyclic Reversed Loading Test for Double-Wall Precast Concrete Shear Wall,” Journal of Southeast University, V. 44, No. 4, pp. 826-831. (in Chinese)

44. Zhi, Q.; Song, J.; and Guo, Z., 2015, “Experimental Study on Behavior of Precast Shear Wall using Post-Cast at the Connection,” Proceedings, 5th International Conference on Civil Engineering and Transportation (ICCET 2015), Guangzhou, China, pp. 1089-109210.2991/iccet-15.2015.206 ↗