ارزیابی پارامترهای لرزه‌ای قاب خمشی فولادی ویژه به روش نسبت حاشیه ایمنی فروریزش(CMR) (ضریب اصلاح R و ضریب اضافه مقاومت Ω_0 )

[1] ASCE7-10, Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, 2010.
[2] FEMA P695, Quantifcation of Building Seismic Performance Factors, Federal Emergency Management Agency, 2009.
[3] A. Hardyniec, F. Charney, A new effcient method for determining the collapse margin ratio using parallel computing, Computers and Structures, 148 (2015) 14– 25.
[4] ATC 63, Recommended Methodology for Quantifcation of Building System Performance and Response Parameter, Applied Technology Council, 2007.
[5] S.Y. Yun, C.A. Cornell, D.A. Foutch, Seismic Performance Evaluation for Steel Moment Frames, Structural Engineering, 128(4) (2002) 534-545.
[6] K. Lee, D. Fouth, Seismic Evaluation of Steel Moment Frame Buildings Designed Using Different R-Values”, Structural Engineering, 132(9) (2006) 1461-1472.
[7] NIST, Evaluation of the FEMA P695 methodology for quantifcation of building seismic performance factors, Rep NIST GCR 10- 10-917-8, prepared by the NEHRP Consultants Joint Venture for the National Institute of Standards and Technology, 2010.
[8] J.W. Baker, Vector-valued ground motion intensity measures for probabilistic seismic demand analysis, Ph.D. dissertation, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2005.
[9] J.W. Baker, C.A. Cornell, Spectral shape, epsilon and record selection, Earthquake Engineering and Structural Dynamics, 35(9) (2006) 1077–1095.
[10] C.A. Goulet, C.B. Haselton, J. Mitrani-Reiser, J.L. Beck, G.G. Deierlein, K.A. Porter, J.P. Stewart, Evaluation of the seismic performance of a codeconforming reinforced-concrete frame building—from seismic hazard to collapse safety and economic losses, Earthquake Engineering & Structural Dynamics, 36(13) (2007) 1973-1997.
[11] C.B. Haselton, Assessing seismic collapse safety of modern reinforced concrete moment frame buildings, Ph.D. dissertation, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 2007.
[12] C.B. Haselton, J.W. Baker, Ground motion intensity measures for collapse capacity prediction: Choice of optimal spectral period and effect of spectral shape, Paper orally presented at 8NCEE, San Francisco, California, 2006.
[13] A. Nicknam, et al, “A Three Elements Vector Valued Structure’s Ultimate Strength-Strong Motion-Intensity Measure” World Academy of Science, Engineering and Technology, International Journal of Civil and Environmental Engineering, 2(11) (2015).
[14] C.M. Uang, Establishing R (or Rw) and Cd Factor for Building Seismic Provision, Structural Engineering, 117(1) (1991) 19-28.
[15] ASCE41-13, Seismic Evaluation and Retroft of Existing Buildings, American Society of Civil Engineers, 2012.

[16] IRAN Building National Code No.10, design and construction of steel buildings, 1392.
[17] Standard No.2800, Iranian code of practice for seismic resistant design of buildings-4th edition, 1393.
[18] NIST, Tentative Framework for Development of Advanced Seismic Design Criteria for New Buildings, National Institute of Standards and Technology NIST GCR, 2012.
[19] D. Lignos, H. Krawinkler, Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading, Structural Engineering, 137(11) (2011) 1291-1302.
[20] L.F. Ibarra, H. Krawinkler, Global collapse of frame structures under seismic excitations, Rep. No.TB 152, The John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA, 2005.
[21] http://dimitrioslignos.research.mcgill.ca/databases/ component/, 2015.
[22] PEER/ATC-1-72, Modeling and Acceptance Criteria
 for Seismic Design and Analysis of Tall Buildings, 2010.
[23] http://peer.berkeley.edu/ngawes2/databases/, 2015.
[24] J.W. Baker, Effcient analytical fragility function ftting using dynamic structural analysis, Earthquake Spectra, 31(1) (2014) 579-599.
[25] N. Jayaram, T. Lin, J.W. Baker, A computationally effcient ground-motion selection algorithm for matching a target response spectrum mean and variance, Earthquake Spectra, 27(3) (2011) 797-815.