1 |
Kaatsiz, K. and Sucuoglu, H. (2014), "Generalized force vectors for multi-mode pushover analysis of torsionally coupled systems", Earthq. Eng. Struct. D., 43(13), 2015-2033.
DOI
|
2 |
Kazaz, L. (2016), "Seismic deformation demands on rectangular structural walls in frame-wall systems", Earthq. Struct., 10(2), 329-350.
DOI
|
3 |
Kowalsky, M.J. (1994), "Displacement-based design-a methodology for seismic design applied to RC bridge columns", Master's Thesis, University of California at San Diego, La Jolla, California.
|
4 |
Lin, J.L. and Tsai, K.C. (2011), "Estimation of the seismic energy demands of two-way asymmetric-plan building systems", Bull. Earthq. Eng., 9(2), 603-621.
DOI
|
5 |
Lin, Y.Y. and Chang, K.C. (2003), "An improved capacity spectrum method for ATC-40", Earthq. Eng. Struct. D., 32(13), 2013-2025.
DOI
|
6 |
Maja, K. and Fajfar, P. (2012), "The extended N2 method considering higher mode effects in both plan and elevation", Bull. Earthq. Eng., 10(2), 695-715.
DOI
|
7 |
Manoukas, G. and Avramidis, I. (2014), "Evaluation of a multimode pushover procedure for asymmetric in plan buildings under biaxial seismic excitation", Bull. Earthq. Eng., 12(6), 2607-2632.
DOI
|
8 |
Matsumori, T., Otani, S., Shiohara, H. and Kabeyasawa, T. (1999), "Earthquake member deformation demands in reinforced concrete frame structures", Proceeding U.S.-Japan Workshop on Performance-Based Earthq. Engrg. Methodology for R/C Bldg. Structures, Maui, Hawaii
|
9 |
Miranda, E. (2001) "Estimation of inelastic deformation demands of SDOF systems", J. Struct. Eng., 127(9), 1005-1012.
DOI
|
10 |
Newmark, N.M. and Hall, W.J. (1982), "Earthquake spectra and design", Earthquake Engineering Research Institute, Berkeley, California.
|
11 |
Paret, T.F., Sasaki, K.K., Eilbekc, D.H. and Freeman, S.A. (1996), "Approximate inelastic procedures to identify failure mechanisms from higher mode effects", Proceeding of the 11th World Conference Earthq. Eng., Paper No. 966, Acapulco, Mexico.
|
12 |
PEER Strong Motion Database, http://peer.berkeley.edu/smcat.
|
13 |
Poursha, M., Khoshnoudian, F. and Moghadam, A.S. (2009), "A consecutive modal pushover procedure for estimating the seismic demands of tall buildings", Eng. Struct., 31(2), 591-599.
DOI
|
14 |
Priestley, M.J. and Kowalsky, M.J. (2000), "Direct Displacement-Based Seismic Design of Concrete Buildings", Bull N.Z. Soc. Earthq. Eng., 33(4), 421-444.
|
15 |
Reinhorn, A.M. (1997), "Inelastic analysis techniques in seismic evaluations", Eds. Fajfar, P. and Krawinkler, H., "Seismic design methodologies for the next generation of codes", Balkema, Rotterdam, 277-287.
|
16 |
Reinhorn, A.M., Valles, R.E. and Kunnath, S.K. (2006), IDARC 2D version 6.1-User's Guide, State University of New York, Buffalo, NY.
|
17 |
Reyes, J.C. and Chopra, A.K. (2011), "Three-dimensional modal pushover analysis of buildings subjected to two components of ground motion, including its evaluation for tall buildings", Earthq. Eng. Struct. D., 40(7), 789-806.
DOI
|
18 |
RPA (2003), Algerian seismic building code, National Center of Applied Research in Earthquake Engineering CGS, Algiers.
|
19 |
Sasaki, K.K., Freeman, S.A. and Paret, T.F. (1998), "Multimode pushover procedure (MMP)-A method to identify the effects of higher modes in a pushover analysis", Proceeding of the 6th U.S. National Conference on Earthquake Engineering, Seattle, Washington.
|
20 |
Timothy, G.S.E., Newell, J. and Sinclair, M. (2014), "Use of the extended consecutive modal pushover analysis method to optimize the design process", Bridges Structures Congress 2012, 1709-1720.
|
21 |
Wen, Y.K. (1976), "Method for random vibration of hysteretic systems", J. Eng. Mech., 102(2), 249-263.
|
22 |
Zerbin, M. and Aprile, A. (2015), "Sustainable retrofit design of RC frames evaluated for different seismic demand", Earthq. Struct., 9(6), 1337-1353.
DOI
|
23 |
Camara, A. and Astiz, M.A. (2012), "Pushover analysis for the seismic response prediction of cable-stayed bridges under multi-directional excitation", Eng. Struct., 41, 444-455.
DOI
|
24 |
Albanesi, T., Nuti, C. and Vanzi, I. (2000), "A simplified procedure to assess the seismic response of nonlinear structures", Earthq. Spectra, 16(4), 715-734.
DOI
|
25 |
ATC (1996), Seismic evaluation and retrofit of concrete buildings, Applied Technology Council, California.
|
26 |
Benazouz, C., Moussa, L. and Ali, Z. (2012), "Ductility and inelastic deformation demands of structures", Struct. Eng. Mech., 42(5), 631-644.
DOI
|
27 |
Bosco, M., Ghersi, A., Marino, E.M. and Rossi, P.P. (2013), "Comparison of nonlinear static methods for the assessment of asymmetric buildings", Bull. Earthq. Eng., 11(6), 2287-2308.
DOI
|
28 |
Bracci, J.M., Kunnath, S.K. and Reinhorn, A.M. (1997), "Seismic performance and retrofit evaluation for reinforced concrete structures", J. Struc. Eng., ASCE, 123(1), 3-10.
DOI
|
29 |
CEN Eurocode 8 (2005), Design of structures for earthquake resistance, Part 3: assessment and retrofitting of buildings, European standard EN 1998-3, European Committee for Standardization, Brussels.
|
30 |
Chikh, B., Leblouba, M., Mehani. Y., Kibboua, A., Hadid, M. and Zerzour, A. (2014), "Ductility spectrum method for design and verification of structures: single-degree-of-freedom bilinear systems", Proceedings of the 15th European Conference on Earthquake Engineering, Istanbul, Turkey, August.
|
31 |
Chopra, A.K. (2007), Dynamics of Structures-Theory and Applications to Earthquake Engineering, 3rd Edition, Prentice Hall, New Jersey.
|
32 |
Chopra, A.K. and Chatpan, C. (2003), "Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems", EERC, Berkely, California, September.
|
33 |
Chopra, A.K. and Chatpan, C. (2004), "Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems", J. Struct. Eng., 130(9), 1309-1319.
DOI
|
34 |
Chopra, A.K. and Goel, R.K. (1999), "Capacity-demand-diagrams based on inelastic design spectrum", Earthq. Spectra, 15(4), 637-656.
DOI
|
35 |
Fajfar, P. and Fischinger, M. (1988), "N2 a method for nonlinear seismic analysis of regular structures", Proceedings of 9th World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, 5, 111-116.
|
36 |
Chopra, A.K. and Goel, R.K. (2001), "A modal pushover analysis procedure to estimate seismic demands for buildings: theory and preliminary evaluation", PEER, Berkely, California, March.
|
37 |
Chopra, A.K. and Goel, R.K. (2002), "A modal pushover analysis procedure for estimating seismic demands for buildings", Earthq. Eng. Struct. D., 31(3), 561-582.
DOI
|
38 |
Fajfar, P. (1999), "Capacity spectrum method based on inelastic demand spectra", Earthq. Eng. Struct. D., 28(9), 979-993.
DOI
|
39 |
Freeman, S.A., Nicoletti, J.P. and Tyrell, J.V. (1975), "Evaluation of existing buildings for seismic risk-a case study of Puget Sound Naval Shipyard", Proceedings of 1st U S National Conference on Earthquake Engineering, Berkeley, USA.
|
40 |
Fujii, K. (2013), "Prediction of the largest peak nonlinear seismic response of asymmetric buildings under bi-directional excitation using pushover analyses", Bull. Earthq. Eng., 12(2), 909-938.
DOI
|
41 |
Gulkan, P. and Sozen, M. (1974), "Inelastic response of reinforced concrete structures to earthquake motions". ACI J Pr., 71(12), 604-610.
|
42 |
Gupta, B. and Kunnath, S.K. (2000), "Adaptive spectra-based pushover procedure for seismic evaluation of structures", Earthq. Spectra, 16(2), 367-392.
DOI
|
43 |
Jan, T.S., Liu, M.W. and Kao, Y.C. (2004), "An upper-bound pushover analysis procedure for estimating the seismic demands of high-rise buildings", Eng. Struct., 26(1), 117-128.
DOI
|