Direct displacement-based seismic design of unbonded post-tensioned masonry walls

ACI Structural Journal

Volumn 104, Issue 5, 2007, Pages 560-569

  Wight, Gavin D ^a   Kowalsky, Mervyn J ^b   Ingham, Jason M ^c  

^a VSL Australia Pty Ltd   (Australia)

^b North Carolina State University   (United States)

^c UNIVERSITY OF AUCKLAND   (New Zealand)

Author keywords

Masonry; Post tensioning; Seismic design; Shearwalls

Indexed keywords

DEFORMATION; MASONRY MATERIALS; SEISMIC DESIGN;

DIRECT DISPLACEMENT-BASED DESIGN; MASONRY WALLS; POST-TENSIONING;

SHEAR WALLS;

EID: 34548445561     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (31)

1. Priestley, M. J. N., and Tao, J. R., "Seismic Response of Precast Prestressed Concrete Frames with Partially Debonded Tendons," PCI Journal, V. 38, No. 1, Jan.-Feb. 1993, pp. 58-69.
2. Priestley, M. J. N.; Sritharan, S.; Conley, J. R.; and Pampanin, S., "Preliminary Results and Conclusions from the PRESSS Five-Story Precast Concrete Test Building," PCI Journal, V. 44, No. 6, Nov.-Dec. 1999, pp. 42-67.
3. Laursen, P. T., and Ingham, J. M., "Structural Testing of Large-Scale Post-Tensioned Concrete Masonry Walls," Journal of Structural Engineering, ASCE, V. 130, No. 10, 2004, pp. 1497-1505.
4. Holden, T.; Restrepo, J.; and. Mander, J., "Seismic Performance of Precast Reinforced and Prestressed Concrete Walls," Journal of Structural Engineering, ASCE, V. 129, No. 3, 2003, pp. 286-296.
5. Ricles, J. M.; Sause, R.; Garlock, M. M.; and Zhao, C., "Post-Tensioned Seismic-Resistant Connections for Steel Frames," Journal of Structural Engineering, ASCE, V. 127, No. 2, Feb. 2001, pp. 113-121.
6. Christopoulos, C.; Filiatrault, A.; Uang, C. M.; and Folz, B., "Post-Tensioned Energy Dissipating Connections for Moment-Resisting Steel Frames," Journal of Structural Engineering, ASCE, V. 128, No. 9, Sept. 2002, pp. 1111-1120.
7. Rosenboom, O. A., and Kowalsky, M. J., "Reversed In-Plane Cyclic Behavior of Post-Tensioned Clay Brick Masonry Walls," Journal of Structural Engineering, ASCE, V. 130, No. 5, May 2004, pp. 787-798.
8. Priestley, M. J. N., "Myths and Fallacies in Earthquake Engineering - Conflicts between Design and Reality," Bulletin of the New Zealand National Society for Earthquake Engineering, V. 26, No. 3, Sept. 1993, pp. 329-7341.
9. Wight, G. D., "Seismic Performance of a Post-Tensioned Concrete Mansory Wall System," PhD thesis, University of Auckland, Auckland, New Zealand, 2006, 439 pp.
10. Gulkan, P., and Sozen, M. A., "Inelastic Responses of Reinforced Concrete Structures to Earthquake Motions," ACI JOURNAL, Proceedings V. 71, No. 12, Dec. 1974, pp. 604-610.
11. Kowalsky, M. J.; Priestley, M. J. N.; and MacRae, G. A., "Displacement Based Design of RC Bridge Columns in Seismic Regions:" Journal of Earthquake Engineering and Structural Dynamics, V. 24, No. 12, Dec. 1995, pp. 1623-1643.
12. Priestley, M. J. N., and Kowalsky, M. J., "Direct Displacement-Based Design of Concrete Buildings," Bulletin of the New Zealand Society for Earthquake Engineering, V. 33, No. 4, 2000, pp. 421-444.
13. Kowalsky, M. J., "A Displacement-Based Approach for the Seismic Design of Continuous Concrete Bridges," Journal of Earthquake Engineering and Structural Dynamics, V. 31, No. 3, Mar. 2001, pp. 719-747.
14. Kowalsky, M. J., "RC Structural Walls Designed According to UBC and Displacement-Based Methods," Journal of Structural Engineering, ASCE, V. 127, No. 5, May 2001, pp. 506-516.
15. Eurocode 8, "Structures in Seismic Regions - Design, Part 1, General and Building," Commission of the European Communities, Brussels, Belgium, May 1988.
16. Lin, Y. Y., and Chang, K. C., "Study on Damping Reduction Factor for Buildings under Earthquake Ground Motions," Journal of Structural Engineeringn, ASCE, V. 129, No. 2, 2003, pp. 206-214.
17. Faccioli, E.; Paolucci, R.; and Rey, J., "Displacement Spectra for Long Periods," Earthquake Spectra, V. 20, No. 2, May 2004, pp. 347-376.
18. Dwairi, H. M.; Kowalsky, M. J.; and Nau, J. M., "Equivalent Damping in Support of Direct Displacement-Based Design" Journal of Earthquake Engineering, V. 11, No. 3, Aug. 2007, pp. 1-19.
19. NEHRP, "Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Part 1 - Provisions (FEMA 450)," Building Seismic Safety Council, Washington, D.C., 2003.
20. Wight, G. D.; Ingham J. M.; and Kowalsky, M. J., "Shaketable Testing of Rectangular Post-Tensioned Concrete Masonry Walls," ACI Structural Journal, V. 103, No. 4, July-Aug. 2006, pp. 587-595.
21. Kowalsky, M. J., and Wight, G. D., "Direct Displacement-Based Design of Unbonded Post-tensioned Masonry Walls," 8th U.S. National Conference on Earthquake Engineering, San Francisco, Calif., 18-22 Apr. 2006, 10 pp.
22. Priestley, M. J. N., Myths and Fallacies in Earthquake Engineering, Revisited, IUSS Press, Pavia, Italy, 2003, 121 pp.
23. Rahman A., and Restrepo, J., "Earthquake Resistant Precast Concrete Buildings: Seismic Performance of Cantilever Walls Prestressed using Unbonded Tendons," Research Report 2000-5, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand.
24. NZS 4230:2004, "Design of Reinforced Concrete Masonry Structures," Standards New Zealand, Wellington, New Zealand, 2004.
25. Priestley, M. J. N., and Grant, D. N., "Viscous Damping in Seismic. Design and Analysis," Journal of Earthquake Engineering, V. 9, Special Issue 2, 2005, pp. 229-255.
26. Priestley, M. J. N.; Seible, F.; and Calvi, G. M., "Seismic Design and Retrofit of Bridges," John Wiley & Sons, New York, 1996; 686 pp.
27. Mander, J. B., and Cheng, C., "Seismic Resistance of Bridge Piers Based on Damage Avoidance Design," National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, N.Y., Dec. 1997, 109 pp.
28. Toranzo, L. A.; Carr, A. J.; and Restrepo, J. I., "Displacement Based Design of Rocking Walls Incorporating Hysteretic Energy Dissipators," 7th International Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibrations of Structures, Assisi, Italy, 2-5 Oct. 2001, 10 pp.
29. Masonry Standards Joint Committee, "Building Code Requirements for Masonry Structures (ACI 530-05/ASCE 5-05/TMS 402-05)," American Concrete Institute, Farmington Hills, Mich., 2005, 176 pp.
30. Laursen, P. T.; Wight, G. D.; and Ingham, J. M., "Assessing Creep and Shrinkage Losses in Post-Tensioned Concrete Masonry," ACI Materials Journal, V. 103, No. 6, Nov.-Dec. 2006, pp. 427-435.
31. Paulay, T., and Priestley, M. J. N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons Inc., New York, 1992, 744 pp.