Direct displacement-based design of precast/prestressed concrete buildings

PCI Journal

Volumn 47, Issue 6, 2002, Pages 66-79

  Priestley, M J Nigel ^a,b  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b European School for ASRSR   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE BUILDINGS; DAMPING; EARTHQUAKES; REINFORCED CONCRETE; SEISMOLOGY; STRUCTURAL DESIGN;

DIRECT DISPLACEMENT BASED DESIGN (DDBD);

PRESTRESSED CONCRETE;

EID: 0036867214     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.11012002.66.79     Document Type: Article

References (17)

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2. ACI Innovation Task Group 1 and Collaborators, "Acceptance Criteria for Moment Frames Based on Structural Testing (ACI ITG/T1.1-01)," American Concrete Institute, Farmington Hills, MI, 2001.
3. ACI Innovation Task Group 1 and Collaborators, "Special Hybrid Moment Frames Composed of Discretely Jointed Precast and Post-Tensioned Concrete Members (ACI T1.2-XX) and Commentary (T1.2R-XX)," ACI Structural Journal, V. 98, No. 5, September-October 2001, pp. 771-784.
4. 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, November-December 1999, pp. 42-67.
5. ICC, IBC 2000 International Building Code, International Code Council, Falls Church, VA, 2000.
6. Fajfar, P., and Krawinkler, H. (Editors), "Seismic Design Methodologies for the Next Generation of Building Codes," Proceedings of an International Conference at Bled, Slovenia, A.A. Balkema, Rotterdam/Brookfield, 1997, 411 pp.
7. Priestley, M.J.N., "Performance Based Seismic Design," Keynote Address, 12th World Conference on Earthquake Engineering, Auckland, New Zealand, January 2000.
8. Paulay, T., and Priestley, M.J.N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, New York, NY, 1992.
9. Shibata, A., and Sozen, M., "Substitute Structure Method for Seismic Design in Reinforced Concrete," Journal of Structural Engineering, American Society of Civil Engineers, V. 102, No. 12, pp. 3548-3566.
10. Sozen, M.A., "Review of Earthquake Response of R/C Buildings with a View to Drift Control," State-of-the-Art in Earthquake Engineering, O. Ergunay and M. Erdik (Editors), Ankara, Turkey, 1981, pp. 383-418.
11. Priestley, M.J.N., and Kowalsky, M.J., "Aspects of Drift and Ductility Capacity of Cantilever Structural Walls," Bulletin, NZ Society for Earthquake Engineering, V. 31, No. 2, June 1998.
12. Priestley, M.J.N., "Brief Comments on Elastic Flexibility of Reinforced Concrete Frames, and Significance to Seismic Design," Bulletin, NZ Society for Earthquake Engineering, V. 31, No. 4, December 1998.
13. Loeding, S., Kowalsky, M.J., and Priestley, M.J.N., "Direct Displacement-Based Design of Reinforced Concrete Frame Buildings," Report SSRP 98/08, University of California, San Diego, CA, 1998.
14. Priestley, M.J.N., and Kowalsky, M.J., "Direct Displacement-Based Design of Concrete Buildings," Bulletin, NZ Society for Earthquake Engineering, V. 33, No. 4, December 2000.
15. Otani, S., "Hysteresis Models for Reinforced Concrete for Earthquake Response Analysis," Journal, Faculty of Engineering, University of Tokyo, Tokyo, Japan, V. XXXVI, No. 2, 1981, pp. 125-159.
16. EC8, Eurocode (2000), Design Provisions for Earthquake Resistance of Structures, Lausanne, Switzerland.
17. SEAOC Seismology Committee, SEAOC Recommended Lateral Force Requirements and Commentary, 7th Edition, Structural Engineers Association of California, Sacramento, CA, 1999.