1 |
Dolsek, M. and Fajfar, P. (2005), "Post-test analyses of the SPEAR test building", University of Ljubljana.
|
2 |
Ebrahami-Koopaee, M., Dhakal, R.P., Bradley, B.A. and MacRae, G.A. (2013), "Assessment of collapse capacity of RC buildings based on fiber-element modelling", University of Canterbury.
|
3 |
Fardis, M.N. (2002), "Design of an irregular building for the SPEAR project-description of the 3-storey structure", University of Patras. Structures Laboratory.
|
4 |
Zendaoui, A., Kadid, A. and Yahiaoui, D. (2016), "Comparison of different numerical models of RC elements for predicting the seismic performance of structures", Int. J. Concrete Struct. Mat., 10(4), 461-478. https://doi.org/10.1007/s40069-016-0170-
DOI
|
5 |
Fardis, M.N. and Negro, P. (2006), "SPEAR-Seismic performance assessment and rehabilitation of existing buildings", In the Proceedings of the international workshop on the SPEAR project, Ispra, Italy.
|
6 |
Bathe, K.J. (1996), "Finite Element Procedures, Prentice Hall", Upper Saddle River, New Jersey, U.S.A.
|
7 |
Ghaemian, S. (2017), "Sensitivity of the predicted collapse capacity of RC Buildings to the utilized finite element modeling approach", Master thesis, Istanbul Technical University.
|
8 |
Izzuddin, B.A. and Elnashai, A.S. (1989), "ADAPTIC-a program for adaptive large displacement elastoplastic dynamic analysis of steel, concrete and composite frames", Report No. ESEE, 7 (89).
|
9 |
Izzuddin, B.A., Karayannis, C.G. and Elnashai, A.S. (1994), "Advanced nonlinear formulation for reinforced concrete beam-columns", J. Struct. Eng., 120(10), 2913-2934. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:10(2913).
DOI
|
10 |
Berry, M.P., Lehman, D.E. and Lowes, L.N. (2008), "Lumped-plasticity models for performance simulation of bridge columns", ACI Struct. J., 105(3), 270.
|
11 |
Priestley, M., Calvi, G. and Kowalsky, M. (2007), "Displacement based seismic design of structures", IUSS Press, Pavia, Italy.
|
12 |
Coleman, J. and Spacone, E. (2001), "Localization issues in force-based frame elements", J. Struct. Eng., 127(11), 1257-1265. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:11(1257).
DOI
|
13 |
Jeong, S.H. and Elnashai, A.S. (2005), "Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing part I: Analytical model verification", J. Earthq. Eng., 9(1), 95-128.
DOI
|
14 |
Kanaan, A.E. and Powell, G.H. (1975), "DRAIN-2D-a general purpose computer program for dynamic analysis of inelastic plane structures with user's guide and supplement", College of engineering, University of California
|
15 |
Mander, J.B., Priestley, M.J. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114 (8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).
DOI
|
16 |
Karayannis, C.G., Izzuddin, B.A. and Elnashai, A.S. (1994), "Application of adaptive analysis to reinforced concrete frames", J. Struct. Eng., 120(10), 2935-2957. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:10(2935).
DOI
|
17 |
Kent, D.C. and Park, R. (1971), "Flexural members with confined concrete", J. Struct. Div., 97(ST7), 1969- 990
DOI
|
18 |
LEE, H.S. and Kang, K.Y. (1999), "Correlation of experimental and analytical inelastic responses of a 1:12 scale 10-story reinforced concrete frame with non-seismic details", J. Korea Concrete Institute, 11(1), 267-267.
|
19 |
Manie, S., Moghadam, A.S. and Ghafory-Ashtiany, M. (2015), "Collapse response assessment of low-rise buildings with irregularities in plan", Earthq. Struct., 9(1), 49-71. https://doi.org/10.12989/eas.2015.9.1.049.
DOI
|
20 |
McKenna, F., Scott, M.H. and Fenves, G.L. (2009), "Nonlinear finite-element analysis software architecture using object composition", J. Comput. Civil Eng., 24(1), 95-107. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000002.
DOI
|
21 |
Negro, P. and Colombo, A. (1998), "How reliable are global computer models? Correlation with large-scale tests", Earthq. Spectra, 14(3), 441-467. https://doi.org/10.1193%2F1.1586010.
DOI
|
22 |
Paulay, T. and Priestley, M.N. (1992), "Seismic design of reinforced concrete and masonry buildings", Wiley, New York, NY, U.S.A.
|
23 |
Scott, M.H. and Fenves, G.L. (2006), "Plastic hinge integration methods for force-based beam-column elements", J. Struct. Eng., 132(2), 244-252. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:2(244).
DOI
|
24 |
PERFORM3D, CSI. (2006), "PERFORM 3D: Nonlinear analysis and performance assessment for 3D structures, version 4", Comput. Struct.,
|
25 |
Pinto, A., Verzeletti, G., Molina, J., Varum, H., Pinho, R. and Coelho, E. (2002), "Pseudo-dynamic tests on non-seismic resisting RC frames (bare and selective retrofit frames)", EUR Report, 20244.
|
26 |
Priestley, M.N., Seible, F. and Calvi, G.M. (1996), "Seismic design and retrofit of bridges", John Wiley & Sons.
|
27 |
Rodrigues, H., Varum, H., Arede, A. and Costa, A. (2012), "Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns", Earthq. Eng. Eng. Vib., 11(4), 553-566. https://doi.org/10.1007/s11803-012-0141r-1.
DOI
|
28 |
Saiidi, M. and Sozen, M.A. (1979), "Simple and complex models for nonlinear seismic response of reinforced concrete structures", Technical Report, UILUENG792013, Department of Civil Engineering, University of Illinois, Urbana.
|
29 |
Takeda, T., Sozen, M.A. and Nielsen, N.N. (1970), "Reinforced concrete response to simulated earthquakes", J. Struct. Div., 96(12), 2557-2573.
DOI
|
30 |
Taucer, F., Spacone, E. and Filippou, F.C. (1991), "A fiber beam-column element for seismic response analysis of reinforced concrete structures", Earthquake Engineering Research Center, College of Engineering, University of California, Berkekey, California.
|
31 |
Yazgan, U. (2009), "The use of post-earthquake residual displacements as a performance indicator in seismic assessment", Ph.D. Dissertation, ETH Zurich, Switzerland.
|
32 |
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
|
33 |
Xian, L., He, Z. and Ou, X. (2016), "Incorporation of collapse safety margin into direct earthquake loss estimate", Earthq. Struct., 10(2), 429-450. https://doi.org/10.12989/eas.2016.10.2.429.
DOI
|