1 |
Ahmad, N., Shahzad, A., Ali, Q., Rizwan, M. and Khan, A.N. (2018), "Seismic fragility functions for code compliant and noncompliant RC SMRF structures in Pakistan", Bulletin Earthq. Eng., 16(10), 4675-4703. https://doi.org/10.1007/s10518-018-0377-x.
DOI
|
2 |
Ahmad, N., Shahzad, A., Rizwan, M., Khan, A. N., Ali, S. M., Ashraf, M., Naseer, A., Ali, Q. and Alam, B. (2019), "Seismic performance assessment of non-compliant SMRF reinforced concrete frame: Shake Table Test Study", J. Earthq. Eng., 23 (3), 444-462. https://doi.org/10.1080/13632469.2017.1326426.
DOI
|
3 |
Akbar, J., Ahmad, N. and Alam, B. (2018), "Seismic performance of RC frames retrofitted with haunch technique", Struct. Eng. Mech., 67(1), 1-8. https://doi.org/10.12989/sem.2018.67.1.001.
DOI
|
4 |
Andre, J., Beale, R. and Baptista, M. (2015), "New indices of structural robustness and structural fragility", Struct. Eng. Mech., 56(6), 1063-1093. https://doi.org/10.12989/sem.2015.56.6.1063.
DOI
|
5 |
Banon, H., Irvine, H.M. and Biggs, J.M. (1981). "Seismic damage in reinforced concrete frames", J. Struct. Eng., ASCE, 107(9), 1713-1729.
|
6 |
Borg, R.C. and Rossetto, T. (2010). "Comparison of seismic damage indices for reinforced concrete structures", Proceedings of the 14th European Conference on Earthquake Engineering, Macedonia, September.
|
7 |
Cao, V.V., Ronagh, H.R., Ashraf, M. and Baji, H. (2014), "A new damage index for reinforced concrete structures", Earthq. Struct., 26(6), 581-609.
|
8 |
Chen, Z.P., Xu, J.J., Chen, Y.L., Xue, J.Y. and Liang, Y. (2015), "Seismic damage of SRC special shaped column frame joints based on modified Park-Ang model", J. Building Struct., 36(8), 90-98.
|
9 |
Darwin, D. and Nmai, C.K. (1986), "Energy dissipation in RC beams under cyclic load", J. Struct. Eng., ASCE, 112(8), 1826-1846. https://doi.org/10.1061/(ASCE)0733- 9445(1986)112:8(1829).
|
10 |
Duran, B., Tunaboyu, O., Kaplan, O. and Avsar, O. (2018), "Effectiveness of seismic repairing stages with CFRPs on the seismic performance of damaged RC frames", Struct. Eng. Mech., 67(3), 233-244. http://doi.org/10.12989/sem.2018.67.3.233.
DOI
|
11 |
Fu, G., Liu, B.Q. and Xing, G.H. (2013), "The research and calculation on modified Park-Ang double-parameter seismic damage model based on energy dissipation", Eng. Mech., 30(7), 84-90.
|
12 |
Kamaris, G.S., Hatzigeorgiou, G.D. and Beskos, D.E. (2013), "A new damage index for plane steel frames exhibiting strength and stiffness degradation under seismic motion", Eng. Struct., 46(1), 727-736. https://doi.org/10.1016/j.engstruct.2012.07.037.
DOI
|
13 |
Ghosh, S., Datta, D. and Katakdhond, A.A. (2011), "Estimation of the Park-Ang damage index for planar multi-storey frames using equivalent single-degree systems", Eng. Struct., 33, 2509-2524. https://doi.org/10.1016/j.engstruct.2011.04.023.
DOI
|
14 |
Gosain, N.K., Brown, R.H., Jirsa, J.O. (1977), "Shear requirements for load reversals on RC members", J. Struct. Eng., ASCE, 103(7), 1461-1476.
|
15 |
Hwang, T.H. and Scribner, C.F. (1984), "RC member cyclic response during various loading", J. Struct. Eng., ASCE, 110(3), 477-489. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:3(477).
DOI
|
16 |
Kang, J.W. and Lee, J.A. (2016), "A new damage index for seismic fragility analysis of reinforced concrete columns", Struct. Eng. Mech., 60(5), 875-890. http://doi.org/10.12989/sem.2016.60.5.875.
DOI
|
17 |
Kratzig, W.B., Meyer, I.F. and Meskouris, K. (1989), "Damage evolution in reinforced concrete members under cyclic loading", Proceedings of 5th International Conference on Structural Safety and Reliability, California, August.
|
18 |
Krawinkler, H. and Zohrei, M. (1983), "Cumulative damage in steel structures subjected to earthquake ground motion", Comput. Struct., 16(14), 531-541. https://doi.org/10.1016/0045-7949(83)90193-1.
DOI
|
19 |
Massumi, A. and Moshtagh, E. (2013), "A new damage index for RC buildings based on variations of nonlinear fundamental period", Struct. Design TAll Special Building., 22(1), 50-61. https://doi.org/10.1002/tal.656.
DOI
|
20 |
Liu, L.L., Wang, Q.L. and Shen, Z.C. (2008), "Study on accumulated dissipated hysteretic energy and ductility index based on damage", Earthquake, 4, 13-19
|
21 |
Rashid, M. and Ahmad, N. (2017), "Economic losses due to earthquake-induced structural damages in RC SMRF structures", Cogent Eng., 4(1), 1-15.
|
22 |
Newmark, N.M. and Rosenblueth, E. (1971), Fundamentals of Earthquake Engineering, Prentice-Hall Inc., USA.
|
23 |
Ou, J.P., Niu, D.T. and Wang, G.Y. (1999), "Loss assessment and optimum design of multi-story nonlinear aseismic structures", Comput. Struct. Mech. Appl., 9(2), 171-179.
|
24 |
Park, Y.J. and Ang, H.S. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Struct. Eng., ASCE, 111(4), 722-739. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(722).
DOI
|
25 |
Rizwan, M., Ahmad, N. and Khan, A.N. (2018), "Seismic performance of compliant and noncompliant special momentresisting reinforced concrete frames", ACI Struct. J., 115 (4), 1063-1073.
DOI
|
26 |
Rodriguez, M.E. and Padilla, D. (2009), "A damage index for the seismic analysis of reinforced concrete members", J. Earthq. Eng., 13(3), 364-383. https://doi.org/10.1080/13632460802597893.
DOI
|
27 |
Sinha, R. and Shiradhonkar, S.R. (2012), "Seismic damage index for classification of structural damage-closing the loop", Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal, September.
|
28 |
Teran-Gilmore, A., Sanchez-Badillo, A. and Espinosa-Johnson M. (2010), "Performance-based seismic design of reinforced concrete ductile buildings subjected to large energy demands", Earthq. Struct., 1(1), 69-91. http://doi.org/10.12989/eas.2010.1.1.069.
DOI
|
29 |
Wang, D.S., Si, B.J., Ai, Q.H. and Sun, Z.G. (2005), "A comparative study of modified Park-Ang model and Park-Ang model for structural seismic damage evaluation", Earthq. Resistant Eng. Retrofitting, 27(S1), 138-144.
|
30 |
Wang, B. (2010), "Research on seismic damage of steel reinforced high strength and high performance concrete members and frame structures", M.Sc. Dissertation, Xi'an University of Architecture and Technology, China.
|
31 |
Yang, Y., Liu R.Y., Xue, Y.C. and Li, H. (2017), "Experimental study on seismic performance of reinforced concrete frames retrofitted with eccentric buckling-restrained braces (BRBs)", Earthq. Struct., 12(1), 79-89.
DOI
|
32 |
Ye, C.Y., Zhao, P. and Xiang, M. (2018), "Seismic vulnerability analysis of RC frame structures through different structural damage models", China Earthq. Eng., 40(4), 707-712.
|
33 |
Yu, Q., Meng, S.P. and Wu, J. (2011), "Deformation and energybased seismic damage evaluation of reinforced concrete structures", China Civil Eng. J., 44(5), 16-23.
|
34 |
Zhang, B., Yang, Y., Wei, Y.F., Liu, R.Y., Ding, C. and Zhang, K.Q. (2015), "Experimental study on seismic behavior of reinforced concrete column retrofitted with prestressed steel strips", Struct. Eng. Mech., 55(6), 1139-1155. http://doi.org/10.12989/sem.2015.55.6.1139.
DOI
|