1 |
Abedi-Nik, F. and Khoshnoudian, F. (2014), "Evaluation of ground motion scaling methods in soil-structure interaction analysis", Struct. Des. Tall Special Build., 23(1), 54-66. https://doi.org/10.1002/tal.1021
DOI
|
2 |
Alavi, B. and Krawinkler, H. (2000), "Consideration of near-fault ground motion effects in seismic design", Proceedings of the 12th World Conference on Earthquake Engineering, p. 8.
|
3 |
ASCE/SEI 7-05 (2005), Minimum Design Loads for Buildings and Other Structures; American Society of Civil Engineers, VA, USA. https:// doi.org/10.1061/9780784408094
|
4 |
ASCE/SEI 7-10 (2016), Minimum Design Loads for Buildings and Other Structures; American Society of Civil Engineers, VA, USA. https:// doi.org/10.1016/j.engstruct.2015.10.048
|
5 |
Baker, J.W. and Allin Cornell, C. (2005), "A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon", Earthq. Eng. Struct. Dyn., 34(10), 1193-1217. https://doi.org/10.1002/eqe.474
DOI
|
6 |
Baker, J.W. and Allin Cornell, C. (2006), "Spectral shape, epsilon and record selection", Earthq. Eng. Struct. Dyn., 35(9), 1077-1095. https://doi.org/10.1002/eqe.571
DOI
|
7 |
Baker, J.W., Lin, T., Shahi, S.K. and Jayaram, N. (2011), New ground motion selection procedures and selected motions for the PEER transportation research program; Report No. 3, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA.
|
8 |
Banihashemi, M.R., Mirzagoltabar, A.R. and Tavakoli, H.R. (2015), "Development of the performance based plastic design for steel moment resistant frame", Int. J. Steel Struct., 15(1), 51-62. https://doi.org/10.1007/s13296-015-3004-6
DOI
|
9 |
Building Seismic Safety Council (BSSC) (2015), NEHRP Recommended Seismic Provisions for New Buildings and Other Structures; Volume 1: Part 1 Provisions, Part 2 Commentary, FEMA P-1050-1, Washington, D.C., USA, 555. https://doi.org/10.1002/tal.1278
|
10 |
Beiraghi, H. (2018), "Energy demands in reinforced concrete wall piers coupled by buckling restrained braces subjected to nearfault earthquake", Steel Compos. Struct., Int. J., 27(6), 703-716. https://doi.org/ 10.12989/scs.2018.27.6.703
|
11 |
Chan-Anan, W., Leelataviwat, S. and Goel, S. C. (2016), "Performance-based plastic design method for tall hybrid coupled walls", Struct. Des. Tall Special Build., 25(14), 681-699. https://doi.org/10.1002/tal.1278
DOI
|
12 |
Chao, S.H. and Goel, S.C. (2006), "Performance-based seismic design of eccentrically braced frames using target drift and yield mechanism as performance criteria", Eng. J.-Am. Inst. Steel Constr. Inc., 43(3), 173-200. https://doi.org/10.12989/eas.2017.13.5.443
|
13 |
Cordova, P.P., Deierlein, G.G., Mehanny, S.S. and Cornell, C.A. (2000), "Development of a Two-Parameter Seismic Intensity Measure and Probabilistic Assessment Procedure", In: The second US-Japan workshop on performance-based earthquake engineering methodology for reinforced concrete building structures, pp. 187-206.
|
14 |
Ganjavi, B., Hajirasouliha, I. and Bolourchi, A. (2016), "Optimum lateral load distribution for seismic design of nonlinear shearbuildings considering soil-structure interaction", Soil Dyn. Earthq. Eng., 88, 356-368. https://doi.org/10.1016/j.soildyn.2016.07.003
DOI
|
15 |
Fakhraddini, A., Fadaee, M.J. and Saffari, H. (2018a), "A lateral load pattern based on energy evaluation for eccentrically braced frames", Steel Compos. Struct., Int. J., 27(5), 623-632. https://doi.org/10.12989/scs.2018.27.5.623
|
16 |
Fakhraddini, A., Saffari, H. and Fadaee, M.J. (2018b), "A hybrid force/displacement seismic design method for steel eccentrically braced frames", Asian J. Civil Eng., 19(1), 93-102. https://doi.org/10.1007/s42107-018-0010-y
DOI
|
17 |
FEMA-440 (2005), Improvement of nonlinear static seismic analysis procedures; Redwood City, CA, USA.
|
18 |
Ganjavi, B. and Gholamrezatabar, A. (2018), "More adequate seismic design force pattern for yielding structures considering structural and ground motion uncertainties effects", Struct. Des. Tall Special Build.; e1537. https://doi.org/10.1002/tal.1537
DOI
|
19 |
Ganjavi, B. and Hao, H. (2013), "Optimum lateral load pattern for seismic design of elastic shear-buildings incorporating soil-structure interaction effects", Earthq. Eng. Struct. Dyn., 42(6), 913-933. https://doi.org/10.1002/eqe.2252
DOI
|
20 |
Ganjavi, B., Gholamrezatabar, A. and Hajirasouliha, I. (2019), "Effects of Soil-Structure Interaction and Lateral Design Load Pattern on Performance-Based Plastic Design of Steel Moment Resisting Frames", Struct. Des. Tall Special Build., 24(1). [In Press] https://doi.org/10.1002/tal.1624
|
21 |
Ghowsi, A.F. and Sahoo, D.R. (2015), "Fragility assessment of buckling-restrained braced frames under near-field earthquakes", Steel Compos. Struct., Int. J., 19(1), 173-190. https://doi.org/10.12989/scs.2015.19.1.173
DOI
|
22 |
Huang, Y.N., Whittaker, A.S., Luco, N. and Hamburger, R.O. (2009), "Scaling earthquake ground motions for performancebased assessment of buildings", J. Struct. Eng., 137(3), 311-321. https://doi.org/10.1139/cjce-2012-0339
DOI
|
23 |
Goel, S.C., Liao, W.C., Reza Bayat, M. and Chao, S.H. (2010), "Performance-based plastic design (PBPD) method for earthquake-resistant structures: an overview", Struct. Des. Tall Special Build., 19(1-2), 115-137. https://doi.org/ 10.1051/matecconf/201925805014
DOI
|
24 |
Hajirasouliha, I. and Moghaddam, H. (2009), "New lateral force distribution for seismic design of structures", J. Struct. Eng., 135(8), 906-915. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:8(906)
DOI
|
25 |
Hajirasouliha, I. and Pilakoutas, K. (2012), "General seismic load distribution for optimum performance-based design of shearbuildings", J. Earthq. Eng., 16(4) 443-462. https://doi.org/10.1080/13632469.2012.654897
DOI
|
26 |
Hajirasouliha, I., Pilakoutas, K., Reza K. and Mohammadi, R.K (2016), "Effects of uncertainties on seismic behaviour of optimum designed braced steel frames", Steel Compos. Struct., Int. J., 20(2), 317-335. https://doi.org/10.12989/scs.2016.20.2.317
DOI
|
27 |
Heo, Y., Kunnath, S.K. and Abrahamson, N. (2010), "Amplitudescaled versus spectrum-matched ground motions for seismic performance assessment", J. Struct. Eng., 137(3), 278-288. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000340
DOI
|
28 |
International Building Code (IBC) (2015), Country Club Hills, IL, USA, International Code Council, Inc.
|
29 |
Kalkan, E. and Chopra, A.K. (2010), "Practical guidelines to select and scale earthquake records for nonlinear response history analysis of structures", Report No. 1068; US geological survey open-file report, 126.
|
30 |
Lee, S.S. (2002), "Performance-based design of steel moment frames using target drift and yield mechanism", Ph.D. Dissertation; University of Michigan, MI, USA.
|
31 |
Mortezaie, H. and Rezaie, F. (2018), "Effect of soil in controlling the seismic response of three-dimensional PBPD high-rise concrete structures", Struct. Eng. Mech., Int. J., 66(2), 217-227. https://doi.org/10.12989/sem.2018.66.2.217
|
32 |
Luco, N. and Bazzurro, P. (2007), "Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses?", Earthq. Eng. Struct. Dyn., 36(13), 1813-1835. https://doi.org/10.1002/eqe.695
DOI
|
33 |
Luco, N. and Cornell, C.A. (2007), "Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions", Earthq. Spectra, 23(2), 357-392. https://doi.org/10.1193/1.2723158
DOI
|
34 |
MATLAB (2014), The Math Works, Inc., Natick, Massachusetts, United States.
|
35 |
Naeim, F., Alimoradi, A. and Pezeshk, S. (2004), "Selection and Scaling Of Ground Motion Time Histories for Structural Design Using Genetic Algorithms", Earthq. Spectra, 20(2), 413-426. https://doi.org/10.1193/1.1719028
DOI
|
36 |
Newmark, N.M. and Hall, W.J. (1973), "Seismic Design Criteria for Nuclear Reactor Facilities", Report No. 46, Building Practices for Disaster Mitigation, National Bureau of Standards, U.S. Department of Commerce, pp. 209-236.
|
37 |
OPENSEES (2016), OpenSees command language manual, Open system for earthquake engineering simulation. http://opensees.berkeley.edu/
|
38 |
Park, K. (2007), "Lateral load patterns for the conceptual seismic design of moment-resisting frame structures", Ph.D. Dissertation; University of Maryland, MD, USA.
|
39 |
Roy, R., Thakur, P. and Chakroborty, S. (2014), "Scaling of ground motions and its implications to plan-asymmetric structures", Soil Dyn. Earthq. Eng., 57, 46-67. https://doi.org/10.1016/j.soildyn.2013.11.003
DOI
|
40 |
Leelataviwat, S., Goel, S.C. and Stojadinovic, B. (1998), "Drift And Yield Mechanism Based Seismic Design And Upgrading Of Steel Moment Frames", Univ of Michigan, 98(29).
|
41 |
Weng, Y.T., Tsai, K.C. and Chan, Y.R. (2010), "A ground motion scaling method considering higher-mode effects and structural characteristics", Earthq. Spectra, 26(3), 841-867. https://doi.org/10.1193/1.3460374
DOI
|
42 |
Shome, N., Cornell, C.A., Bazzurro, P. and Carballo, J.E. (1998), "Earthquakes, records, and nonlinear responses", Earthq. Spectra, 14(3), 469-500. https://doi.org/10.1193/1.1586011
DOI
|
43 |
Sumer, A., Kersting, R.A. and Hutchinson, D.A. (2009), "Nonlinear analysis of pre-Northridge steel high-rise building using modal-pushover-based ground motion scaling procedure", In: Improving the Seismic Performance of Existing Buildings and Other Structures, pp. 103-113.
|
44 |
Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514. https://doi.org/10.1002/eqe.141
DOI
|
45 |
USGS Website: https://earthquake.usgs.gov/hazards/hazmaps/
|