1 |
Ricles, J., Sause, R., Garlock, M., and Zhao, C. (2001), Post-tensioneds seismic-resistant connections for steel frames, Journal of Structural Engineering, ASCE, Vol. 127, No. 2, pp.113-121.
DOI
ScienceOn
|
2 |
Christopoulos, C., Pampanin, S., and Priestley, M.J.N. (2003) New damage index for framed systems based on residual deformations: Part I, Journal of Earthquake Engineering, Vol. 7, No. 1, pp.79-118.
|
3 |
Chou, C-C., Chen, J-H., Chen, Y-C., and Tsai, K-C. (2006) Evaluating performance of post-tensioned steel connections with strands and reduced flange plates, Earthquake Engineering and Structural Dynamics, Vol. 35, pp. 1167-1185.
DOI
ScienceOn
|
4 |
Kim, H-J. (2007) Self-centering steel moment-resisting frames with energy dissipating systems, Ph. D. thesis, University of Toronto, pp.1-255.
|
5 |
Kim, H.-J. and Christopoulos, C. (2008) Friction Damped Posttensioned Self-Centering Steel Moment-Resisting Frames, Journal of Structural Engineering, ASCE, Vol. 134, No. 11, pp.1768-1779.
DOI
ScienceOn
|
6 |
Rojas, P., Ricles, J., and Sause, R. (2005) Seismic performance of post-tensioned steel moment resisting frames with friction devices, Journal of Structural Engineering, ASCE, Vol. 131, No. 4, pp.571-590.
|
7 |
Somerville, P., Smith, N., Punyamurthula, S., and Sun, J. (1997) Development of ground motion time histories for phase 2 of the FEMA/SAC steel project, Report No. SAC/BD-97/04, SAC Joint Venture, Sacramento, California, U.S.A.
|
8 |
Christopoulos, C., Filiatrault, A., Uang, C.M., and Folt, B. (2002a) Post-tensioneds energy dissipating connections for moment-resisting frames, Journal of Structural Engineering, ASCE, Vol. 128, No. 9, pp.1111-1120.
DOI
ScienceOn
|
9 |
ASCE/SEI 7 (2005) Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineering, Virginia, U.S.A.
|
10 |
Carr, A.J. (2005) RUAUMOKO - Inelastic Dynamic Analysis Program, Dept. of Civil Engineering, Univ. of Canterbury, New Zealand.
|
11 |
Christopoulos, C., Filiatrault, A., and Folt, B. (2002b) Seismic response of self-centering hysteretic SDOF systems, Earthquake Engineering and Structural Dynamics, Wiley, New York, Vol. 31, pp.1131-1150.
DOI
ScienceOn
|