1 |
Miranda, E. and Ruiz-Garcia, J. (2002), "Evaluation of approximate methods to estimate maximum inelastic displacement demands", Earthq. Eng. Struct. Dyn., 31(3), 539-560. https://doi.org/10.1002/eqe.143.
DOI
|
2 |
PEER (2019), Pacific Earthquake Engineering Research Center; Strong Motion Database, California, US. https://ngawest2.berkeley.edu/.
|
3 |
Ramirez, C.M. and Miranda, E. (2012), "Significance of residual drifts in building earthquake loss estimation", Earthq. Eng. Struct. Dyn., 41(11), 1477-1493. https://doi.org/10.1002/eqe.2217.
DOI
|
4 |
Ruiz-Garcia, J. and Miranda, E. (2006), "Residual displacement ratios for assessment of existing structures", Earthq. Eng. Struct. Dyn., 35(3), 315-336. https://doi.org/10.1002/eqe.523.
DOI
|
5 |
Smith, G. (1996), "Strategic relocation of plastic hinges in bridge columns", Master's Thesis, University of California, San Diego.
|
6 |
Christopoulos, C., Pampanin, S. and Priestley, M.J.N. (2003), "Performance-based seismic response of frame structures including residual deformations part I: single-degree of freedom systems", J. Earthq. Eng., 7(01), 97-118. https://doi.org/10.1080/13632460309350443.
DOI
|
7 |
Dowell, R.K. (1998), "Nonlinear Seismic Analysis and Design of Reinforced Concrete Bridge Structures", Ph.D. Dissertation, University of California, San Diego, U.S.A.
|
8 |
Dwairi, H.M., Kowalsky, M.J.N. and Nau, J.M. (2007), "Equivalent damping in support of direct displacement based design", J. Earthq. Eng., 11(4), 512-530. https://doi.org/10.1080/13632460601033884.
DOI
|
9 |
Eguchi, R.T., Goltz, J.D., Taylor, C.E., Chang S.E., Flores, P.J., Johnson, L.A., Seligson, H.A. and Blais, N.C. (1998), "Direct economic losses in the Northridge earthquake: A three-year post-event perspective", Earthq. Spectra, 14(2), 245-264. https://doi.org/10.1193/1.1585998.
DOI
|
10 |
Fardis, M. and Pinto, P.E. (2007), "Guidelines for displacement-based design of buildings and bridge", Research Report No. LESSLOSS-05; Risk Mitigation for Earthquake and Landslides, Pavia, Italy.
|
11 |
Andrew W., Ronald, H., Robert, B., Jon, H., John, H., (2012), "Seismic performance assessment of Buildings", FEMA P-58-1; Federal Emergency Management Agency, Redwood City, California, U.S.A.
|
12 |
Feng, Z. and Gong, J. (2020), "Investigation on residual displacements for SDOF systems with various initial viscous damping models", Struct., 28, 1831-1844 . https://doi.org/10.1016/j.istruc.2020.10.018 .
DOI
|
13 |
Feng, Z. and Gong, J. (2021), "Study on normalization of residual displacements for single-degree-of-freedom systems", Earthq. Spectra, 37(3), 1-27. https://doi.org/10.1177/8755293020988014.
DOI
|
14 |
Fujino, Y., Hashimoto, S. and Abe, M. (2005), "Damage analysis of Hanshin Expressway viaducts during 1995 Kobe earthquake. I: Residual inclination of reinforced concrete piers", J. Bridge Eng., 10(1), 45-53. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:1(45).
DOI
|
15 |
Borzi, B., Calvi, G.M., Elnashai, A.S., Faccioli, E. and Bommer, J.J. (2001), "Inelastic spectra for displacement-based seismic design", Soil Dyn. Earthq. Eng., 21(1), 47-61. https://doi.org/10.1016/S0267-7261(00)00075-0.
DOI
|
16 |
Aydemir, M.E. and Aydemir, C. (2019a), "Residual displacement demand evaluation from spectral displacement", Teknik Dergi, 30(2), 8913-8935. https://dx.doi.org/10.18400/tekderg.344597.
DOI
|
17 |
Yazgan, U. (2009), "The use of post-earthquake residual displacements as a performance indicator in seismic assessment", Ph.D. Dissertation, Middle East Technical University, Ankara, Turkey.
|
18 |
Girija, H.M. and Gupta V.K. (2020), "Scaling of constant-ductility residual displacement spectrum", Earthq. Eng. Struct. Dyn., 49(3), 215-233. https://doi.org/10.1002/eqe.3227.
DOI
|
19 |
Aydemir, M.E. and Aydemir, C. (2019b), "Residual displacement estimation of simple structures considering soil structure interaction", Earthq. Struct., 16(1), 69-82. http://dx.doi.org/10.12989/eas.2019.16.1.069.
DOI
|
20 |
Blandon, C.A. and Priestley, M.J.N. (2005), "Equivalent viscous damping equations for direct displacement based design", J. Earthq. Eng., 9(sup2), 257-278. https://doi.org/10.1142/S1363246905002390.
DOI
|
21 |
Carlson, C.P., Zekkos, D. and McCormick, J.P. (2014), "Impact of time and frequency domain ground motion modification on the response of a SDOF system", Earthq. Struct., 7(6), 1283-1301. http://dx.doi.org/10.12989/eas.2014.7.6.1283.
DOI
|
22 |
Chopra, A.K. (2012), Dynamics of Structures: Theory and Applications to Earthquake Engineering (fourth edition), Prentice Hall, New Jersey, U.S.A.
|
23 |
Christopoulos, C. and Pampanin, S. (2004), "Towards performance-based design of MDOF structures with explicit consideration of residual deformations", ISET J. Earthq. Techn., 41(1), 53-73.
|
24 |
Jacobsen, L.S. (1930), Steady Forced Vibrations as Influenced by Damping", American Society of Mechanical Engineers, New York, NY, U.S.A.
|
25 |
Liossatou, E. and Fardis, M.N. (2016), "Near-fault effects on residual displacements of RC structures", Earthq. Eng. Struct. Dyn., 45(9), 1391-1409. https://doi.org/10.1002/eqe.2712.
DOI
|
26 |
Guerrero, H., Ruiz-Garcia, J. and Ji, T. (2017), "Residual displacement demands of conventional and dual oscillators subjected to earthquake ground motions characteristic of the soft soils of Mexico City", Soil Dyn. Earthq. Eng., 98, 206-221. https://doi.org/10.1016/j.soildyn.2017.04.014.
DOI
|
27 |
Guyader, A.C. and Iwan, W.D. (2006), "Determining equivalent linear parameters for use in a capacity spectrum method of analysis", J. Struct. Eng., 132(1), 59-67. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:1(59).
DOI
|
28 |
Harikrishnan, M.G. and Gupta, V.K. (2020), "Scaling of residual displacements in terms of elastic and inelastic spectral displacements for existing SDOF systems", Earthq. Eng. Eng. Vibr., 19(1), 71-85. https://doi.org/10.1007/s11803-020-0548-z.
DOI
|
29 |
Huff, T. (2016), "Estimating Residual Seismic Displacements in Bilinear Oscillators", Pract. Per. on Struct. Des. Constr., 21(2), 04016003-1-11. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000282.
DOI
|
30 |
Jacobsen, L.S. (1960), "Damping in composite structures", Proceeding of the 2nd World Conference on Earthquake Engineering, Tokyo and Kyoto, Japan, July.
|
31 |
JRA (1996) Design specifications of highway bridges. Part V: Seismic design, Japan Road Association; Japan.
|
32 |
Kawashima, K., MacRae, G.A., Hoshikuma, J. and Nagaya, K. (1998), "Residual displacement response spectrum", J. Struct. Eng., 124(5), 523-530. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:5(523).
DOI
|
33 |
Ling C. (2013), "Fragility Analysis of SDOF Based on Pushover Method", Ph.D. Dissertation, Dalian University of Technology, Dalian, China.
|
34 |
Mori, Y. and Maruyama, Y. (2007), "Seismic structural demands taking accuracy of response estimation into account", Earthq. Eng. Struct. Dyn., 36(13), 1999-2020. https://doi.org/10.1002/eqe.698.
DOI
|
35 |
Ruiz-Garcia, J. and Guerrero, H. (2017), "Estimation of residual displacement ratios for simple structures built on soft-soil sites", Soil Dyn. Earthq. Eng., 100, 555-558. https://doi.org/10.1016/j.soildyn.2017.07.008.
DOI
|
36 |
Miranda, E. and Akkar, S.D. (2003), "Dynamic instability of simple structural systems", J. Struct. Eng., 129(12), 1722-1726. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1722).
DOI
|
37 |
Ji, D., Wen, W., Zhai, C. and Katsanosc, EI. (2018), "Residual displacement ratios of SDOF systems subjected to ground motions recorded on soft soils", Soil Dyn. Earthq. Eng., 115, 331-335. https://doi.org/10.1016/j.soildyn.2018.09.001.
DOI
|
38 |
Kowalsky, M.J.N. (1994), "Displacement-based design-a methodology for seismic design applied to RC bridge columns", Master Thesis, University of California, U.S.A.
|
39 |
Liossatou, E. and Fardis, M.N. (2015), "Residual displacements of RC structures as SDOF systems", Earthq. Eng. Struct. Dyn., 44(5), 713-734. https://doi.org/10.1002/eqe.2483.
DOI
|
40 |
MacRae, G.A. and Kawashima, K. (1997), "Post-earthquake residual displacements of bilinear oscillators", Earthq. Eng. Struct. Dyn., 26(7), 701-716. https://doi.org/10.1002/(SICI)1096-9845(199707)26:7<701::AID-EQE671>3.0.CO;2-I.
DOI
|
41 |
Takeda, T., Sozen, M.A. and Nielsen, N.N. (1970), "Reinforced concrete response to simulated earthquakes", J. Struct. Div., 96(12), 2557-2573. https://doi.org/10.1061/JSDEAG.0002765.
DOI
|