1 |
Lee, D.G., Song, J.K. and Yun, C.B., 'Estimation of systemlevel ductility demands for multi-story Structures,' Engineering Structures, Vol. 19, No. 12, 1996, pp. 1025-1035
DOI
ScienceOn
|
2 |
Whittaker, A., Hart, G. and Rojahn, C., 'Seismic response modification factor,' Journal of Structural Engineering, Vol. 125, No. 4, 1999, pp. 438-444
DOI
ScienceOn
|
3 |
Kappos, A. J., 'Evaluation of behaviour factors on the basis of ductility and overstrength studies,' Engineering Structures, Vol. 21, No. 9, 1999, pp. 823-835
DOI
ScienceOn
|
4 |
Sudhir, K.J. and Rahul, N., 'Seismic Overstrength in Reinforced Concrete Frames,' Journal of structural engineering, Vol. 121, No.3, 1995, pp. 580-585
DOI
ScienceOn
|
5 |
Meli, R., 'Code-prescribed seismic actions and performance of buildings,' Earthquake Engineering, Tenth World Conference, Rotterdam, 1992, pp. 5783-5788
|
6 |
International Conference of Building Officials, Uniform Building Code, UBC-97, ICBO, Whittier, California, 1997
|
7 |
ATC, Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Applied Technology Council, Redwood City, California, 1996
|
8 |
FEMA, Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA-356, Federal Emergency Management Agency, Washington D.C., 2000
|