1 |
ASCE 7 (2010), Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers.
|
2 |
ASCE/SEI 41-13 (2014), Seismic Evaluation and Retrofit of Existing Buildings, American Society of Civil Engineers, Reston, Virginia, USA.
|
3 |
ATC 40 (1996), Seismic Evaluation and Retrofit of Concrete Buildings: Vol. 1, Applied Technology Council, USA.
|
4 |
Athanassiadou, C.J. (2008), "Seismic performance of R/C plane frames irregular in elevation", Eng. Struct., 30(5), 1250-1261.
DOI
|
5 |
Carvalho, G., Bento, R. and Bhatt, C. (2013), "Nonlinear static and dynamic analyses of reinforced concrete buildings-comparison of different modelling approaches", Earthq. Struct., 4(5), 451-470.
DOI
|
6 |
Cheung, V. and Tso, W. (1987), "Lateral load analysis for buildings with setback", J. Struct. Eng., ASCE, 113(2), 209-227.
DOI
|
7 |
Chopra, A.K. and Goel, R.K. (2002), "A modal pushover analysis procedure for estimating seismic demands for buildings", Earthq. Eng. Struct. Dyn., 31(3), 561-582
DOI
|
8 |
Chopra, A.K., Goel, R.K. and Chintanapakdee, C. (2004), "Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands", Earthq. Spectra, 20(3), 757-778
DOI
|
9 |
Das, S. and Nau, J.M. (2003), "Seismic design aspects of vertically irregular reinforced concrete buildings", Earthq. Spectra, 19(3), 455-477.
DOI
|
10 |
Dolsek, M. and Fajfar, P. (2005), "Simplified non-linear seismic analysis of infilled reinforced concrete frames", Earthq. Eng. Struct. Dyn., 34(1), 49-66.
DOI
|
11 |
Elnashai, A. and Sarno, L.D. (2008), Fundamentals of Earthquake Engineering, Wiley, New York.
|
12 |
Fahjan, Y. and Ozdemir, Z. (2008), "Scaling of earthquake accelerograms for non-linear dynamic analyses to match the earthquake design spectra", 14th World Conference on Earthquake Engineering, Beijing, China.
|
13 |
FEMA 356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Existing Buildings, Federal Emergency Management Agency and American Society of Civil Engineers.
|
14 |
Gasparini, D. and Vanmarcke, E. (1976), SIMQKE-A Program for artificial Motion Generation, Department of Civil Engineering, Massachusette Institute of Technology, USA.
|
15 |
Goel, R.K. and Chopra, A.K. (1997), "Period formulas for moment resisting frame buildings", J. Struct. Eng., ASCE, 123(11), 1454-1461.
DOI
|
16 |
IS 13920 (1993), Indian Standard Code of Practice for Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces, Bureau of Indian Standards, New Delhi.
|
17 |
IS 1893 Part 1 (2002), Indian Standard Criteria for Earthquake Resistant Design of Structures, Bureau of Indian Standards, New Delhi.
|
18 |
IS 456 (2000), Indian Standard for Plain and Reinforced Concrete-Code of Practice, Bureau of Indian Standards, New Delhi.
|
19 |
Jan, T.S., Liu, M.W. and Kao, Y.C. (2004), "An upper-bond pushover analysis procedure for estimating the seismic demands of high-rise buildings", Eng. Struct., 26(1), 117-128.
DOI
|
20 |
Jiang, Y., Li, G. and Yang, D. (2010), "A modified approach of energy balance concept based multimode pushover analysis to estimate seismic demands for buildings", Eng. Struct., 32(5), 1272-1283.
DOI
|
21 |
Karavasilis, T.L., Bazeos, N. and Beskos, D.E. (2008), "Seismic response of plane steel MRF with setbacks: Estimation of inelastic deformation demands", J. Constr. Steel Res., 64(6), 644-654.
DOI
|
22 |
Luca, F.D., Verderame, G.M. and Manfredi, G. (2014), "Eurocode-based seismic assessment of modern heritage RC structures: The case of the Tower of the Nations in Naples (Italy)", Eng. Struct., 74, 96-110.
DOI
|
23 |
Panagiotakos, T.B. and Fardis, M.N. (2001), "Deformation of reinforced concrete members at yielding and ultimate", ACI Struct. J., 98(2), 135-148.
|
24 |
Papanikolaou, V.K., Elnashai, A.S. and Pareja, J.F. (2005), Limits of Applicability of Conventional and Adaptive Pushover Analysis for Seismic Response Assessment, Report of Mid-America Earthquake Center, University of Illinois at Urbana-Champaign.
|
25 |
Paulay, T. and Priestley, M.J.N. (1992), Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley and Sons, New York.
|
26 |
Reyes, J.C., Riano, A.C., Kalkan, E. and Arango, C.M. (2015), "Extending modal pushover-based scaling procedure for nonlinear response history analysis of multi-story unsymmetric-plan buildings", Eng. Struct., 88, 125-137.
DOI
|
27 |
Roy, R. and Mahato, S. (2013), "Equivalent lateral force method for buildings with setback: adequacy in elastic range", Earthq. Struct., 4(6), 685-710.
DOI
|
28 |
SAP 2000 (2007), Integrated Software for Structural Analysis and Design (v.11), Computers & Structures, Inc., Berkeley, California.
|
29 |
Sarkar, P. (2008), "Seismic evaluation of reinforced concrete stepped building frames", Ph.D. Thesis, Indian Institute of Technology Madras, Chennai.
|
30 |
Sarkar, P., Prasad, A.M. and Menon, D. (2010), "Vertical geometric irregularity in stepped building frames", Eng. Struct., 32(8), 2175-2182.
DOI
|
31 |
Sharooz, B.B. and Moehle, J.P. (1990), "Seismic response and design of setback buildings", J. Struct. Div., ASCE, 116(5), 2002-2014.
|
32 |
Suarez, L.E. and Montejo, L.A. (2005), "Generation of artificial earthquakes via the wavelet transform", Int. J. Solid. Struct., 42(21-22), 5905-5919.
DOI
|
33 |
Vanmarcke, E.H. and Gasparini, D.A. (1976), "Simulated earthquake motions compatible with prescribed response spectra", Report No. R76-4, Department of Civil Engineering, Massachusetts Institute of Technology Cambridge.
|
34 |
Varadharajan, S., Sehgal, V.K. and Saini, B. (2013a), "Seismic behavior of multistory RC building frames with vertical setback irregularity", Struct. Des. Tall Spec. Build., 23(18), 1345-1380.
DOI
|
35 |
Varadharajan, S., Sehgal, V.K. and Saini, B. (2013b), "Determination of inelastic seismic demands of RC moment resisting setback frames", Archiv. Civ. Mech. Eng., 13(3), 370-393.
DOI
|
36 |
Wong, C.M. and Tso, W.K. (1994), "Seismic loading for buildings with setbacks", Can. J. Civ. Eng., 21(5), 863-871.
DOI
|
37 |
Wood, S.L. (1992), "Seismic response of RC frames with irregular profiles", J. Struct. Eng., ASCE, 118(2), 545-566.
DOI
|