A Seismic Design Procedure for Moment-Frame Structures

References

• ACI Committee 318. Building code requirements for structural concrete (ACI 318-14) and commentary. American Concrete Institute; 2014; Michigan.
   Google Scholar
• ASCE/SEI 7-10. [2013] Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, Reston, VA. ISBN (print): 978-0-7844-1291-6. ISBN (PDF): 978-0-7844-7785-4.
   Google Scholar
• Aschheim, M. and Montes, E. H. [2003] “The representation of P-Δ effects using Yield Point Spectra,” Engineering Structures 25(11), 1387–1396.
   Web of Science ®Google Scholar
• Aschheim, M. A. and Black, E. F. [2000] “Yield point spectra for seismic design and rehabilitation,” Earthquake Spectra, EERI 16(2), 317–335.
   Google Scholar
• Aschheim, M. [2002] “Seismic design based on the yield displacement,” Earthquake Spectra 18(4), 581–600.
   Web of Science ®Google Scholar
• BSSC. [2010] “Resource paper 9: seismic design using target drift, ductility, and plastic mechanism as performance criteria” in NEHRP recommended seismic provisions for new buildings and other structures, Building Seismic Safety Council, Federal Emergency Management Agency, Washington, DC: Report No. FEMA P-750, published 1/28/10.
   Google Scholar
• Chopra, A. K. and Goel, R. K. [2001] “Direct displacement-based design: Use of inelastic vs. elastic design spectra,” Earthquake Spectra 17(1), 47–64.
   Google Scholar
• Eurocode. [2002 July] Eurocode 2: Design of Concrete Structures—Part 1: General Rules and Rules for Buildings prEN 1992-1-1, European Committee for Standardization, Brussels.
   Google Scholar
• Eurocode. [2004 April] Eurocode 8: Design of Structures for Earthquake Resistance -Part 1: General Rules, Seismic Actions and Rules for Buildings, European Committee for Standardization, Brussels. EN1998-1.
   Google Scholar
• Federal Emergency Management Agency (FEMA). [2005] Improvement of Nonlinear Static Seismic Analysis Procedures, FEMA 440, Washington, D.C.
   Google Scholar
• Goel, S. C. and Chao, S. [2008] Performance-Based Plastic Design Earthquake-Resistance Steel Structures, ICC, Illinois.
   Google Scholar
• Haselton. [2006]. “Assessing seismic collapse safety of modern reinforced concrete moment frame buildings”, Ph.D. dissertation, Stanford University, Stanford, California.
   Google Scholar
• Hernández-Montes, E. and Aschheim, M. [2003] “Estimates of the yield curvature for design of reinforced concrete columns,” Magazine of Concrete Research 55(4), 373–383.
   Web of Science ®Google Scholar
• Moehle, J. P. [1992] “Displacement‐based design of RC structures subjected to earthquakes,” Earthquake Spectra: August 8(3), 403–428.
   Google Scholar
• Paulay, T. [2002] “An estimation of displacement limits for ductile systems,” Earthquake Engng Struct. Dyn 31, 583–599.
   Web of Science ®Google Scholar
• Priestley, M. J. N. [1997] “Displacement-based seismic assessment of reinforced concrete buildings,” Journal of Earthquake Engineering 1(01), 157–192.
   Google Scholar
• Priestley, M. J. N. [2003] Myths and Fallacies in Earthquake Engineering, Revisited,” the 9th Mallet Milne Lecture, IUSS Press, Pavia, Italy.
   Google Scholar
• Priestley, M. J. N., Calvi, G. M. and Kowalsky, M. J. [2007a] “Direct displacement-based seismic design of structures,” In 5th New Zealand Society for Earthquake Engineering Conference Paper Nº 18.
   Google Scholar
• Priestley, M. J. N., Calvi, G. M. and Kowalsky, M. J. [2007b] Displacement-Based Seismic Design of Structures, IUSS Press, Pavia.
   Google Scholar
• Priestley, M. J. N., Seible, F. and Calvi, M. [1995] Seismic Design and Retrofit of Bridges, John Wiley & Sons, New York.
   Google Scholar
• SEAOC. [1995 April] Vision 2000: Performance Based Seismic Engineering of Buildings, Structural Engineers’ Association of California, San Francisco.
   Google Scholar
• SeismoStruct. [2016] ( available online at www.seismosoft.com).
   Google Scholar
• Sullivan, T. J. [2013] “Highlighting differences between force-based and displacement-based design solutions for reinforced concrete frame structures,” Structural Engineering International 23(2), 122–131.
   Web of Science ®Google Scholar
• Sullivan, T. J., Calvi, G. M., Priestley, M. J. N. and Kowalsky, M. J. [2003] “The limitations and performances of different displacement based design methods,” Journal of Earthquake Engineering 7(spec01), 201–241.
   Google Scholar
• Tjhin, T. N., Aschheim, M. A. and Wallace, J. W. [2007] “Yield displacement-based seismic design of RC wall buildings,” Engineering Structures 29(11), 2946–2959.
   Web of Science ®Google Scholar