1 |
Massumi, A. and Moshtagh, E. (2013), "A new damage index for RC buildings based on variations of nonlinear fundamental period", Struct. Des. Tall Spec. Build., 22(1), 50-61.
DOI
|
2 |
DiPasquale, E. and Cakmak, A.S. (1990), "Detection of seismic structural damage using parameter-based global damage indices", Prob. Eng. Mech., 5(2), 60-65.
DOI
|
3 |
Park, Y.J. and Ang, H.S. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Struct. Eng., 111(4), 722-739.
DOI
|
4 |
Reinhorn, A.M., Roh, H., Sivaselvan, M., Kunnath, S.K., Valles, R.E., Madan, A., Li, C., Lobo, R. and Park, Y.J. (2009) "IDARC2D Version 7.0: A program for the inelastic damage analysis of structures", Technical Report MCEER-09-0006, University at Buffalo, The State University of New York, National Center for Earthquake Engineering Research.
|
5 |
Scotta, R., Tesser, L., Vitaliani, R. and Saetta, A. (2009), "Global damage indexes for the seismic performance assessment of RC structures", Earthq. Eng. Struct. Dyn., 38(8), 1027-1049.
DOI
|
6 |
Song, J., Gu, C., Su, H., Gu, H. and Huang, X. (2016), "Observed displacement data-based identification method of structural damage in concrete dam", Eng. Fail. Anal., 66, 202-211.
DOI
|
7 |
Stubbs, N., Park, S., Sikorsky, C. and Choi, S. (2010), "A global non-destructive damage assessment methodology for civil engineering structures", Int. J. Syst. Sci., 31(11), 1361-1373.
DOI
|
8 |
Yoon, M.K., Heider, D., Gillespie, J.W., Ratcliffe, C.P. and Crane, R.M. (2009), "Local damage detection with the global fitting method using mode shape data in notched beams", J. Nondestr. Eval., 28(2), 63-74.
DOI
|
9 |
Wang, M.F. (2008), "Seismic damage model of tall building structure based on modal damage indices", Earthq. Resi. Eng. Retrof., 30(6), 24-32. (In Chinese)
|
10 |
Wen, Y.K. and Kang, Y.J. (2001), "Minimum building life-cycle cost design criteria. II: applications", J. Struct. Eng., 127(3), 338-346.
DOI
|
11 |
Zhu, H.W., Wang, K.P. and Tang, S.G. (2004), "Modal damage index and its application in structure damage assessment", J. Tongji Univ. (Nat. Sci.), 32(12), 1589-1592. (In Chinese)
|
12 |
Heo, Y.A. and Kunnath, S.K. (2013), "Damage-based seismic performance evaluation of reinforced concrete frames", Int. J. Concrete Struct. Mater., 7(3), 175-182.
DOI
|
13 |
DiPasquale, E. and Cakmak, A.S. (1989), "On the relation between local and global damage indices", Technical Report, Technical Report NCEER-89-0034, State University of New York at Buffalo, National Center for Earthquake Engineering Research.
|
14 |
Ghobarah, A. (2001), "Performance-based design in earthquake engineering: state of development", Eng. Struct., 23(8), 878-884.
DOI
|
15 |
Guo, J., Wang, J.J., Li, Y., Zhao, W.G. and Du, Y.L. (2016), "Three dimensional extension for Park and Ang damage model", Struct., 7, 184-194.
DOI
|
16 |
He, Z., Ou, X.Y. and Ou, J.P. (2014), "A macro-level global seismic damage model considering higher modes", Earthq. Eng. Eng. Vib., 13(3), 425-436.
DOI
|
17 |
He, Z., Zhu, Z.Y., Guo, X., Liu, T.T. and Hu, Y.T. (2017), "Development of a macroscopic global seismic damage model for lattice shell structures", J. Struct. Eng., 143(2), 04016174.
DOI
|
18 |
Koyluoglu, H.U., Nielsen, S.R.K., Abbott, J., and Cahmak, A.S. (1998), "Local and modal damage indicators for RC frames subject to earthquakes", J. Eng. Mech., 124(12), 1371-1379.
DOI
|
19 |
Kunnath, S.K., Reinhorn, A.M. and Abel, J.F. (1991), "A computational tool for evaluation of seismic performance of reinforced concrete buildings", Comput. Struct., 41(1), 157-173.
DOI
|
20 |
Loh, C., Chan, C., Chen, S. and Huang, S. (2016), "Vibrationbased damage assessment of steel structure using global and local response measurements", Earthq. Eng. Struct. Dyn., 45(5), 699-718.
DOI
|