1 |
DiPasquale, E. and Cakmak A.S. (1989), "On the relation between local and global damage indices", Technical Report NCEER-89-0034, State University of New York at Buffalo.
|
2 |
Estekanchi, H. and Arjomandi, K. (2007), "Comparison of damage indexes in nonlinear time history analysis of steel moment frames", Asian J. Civil Eng., 8(6), 629-646
|
3 |
Ghobarah, A., Abou-Elfath, H. and Biddah, Ashraf (1999), "Response-based damage assessment of structures", Earthq. Eng. Struct. Dyn., 28(1), 79-104.
DOI
ScienceOn
|
4 |
Jehel, P., Davenne, L., Ibrahimbegovic, A. and Leger, P. (2010), "Towards robust viscoelastic-plastic-damage material model with different hardenings/softenings capable of representing salient phenomena in seismic loading applications", Comput. Concrete, 7(4), 365-386.
DOI
|
5 |
Lakshmanan, N., Raghuprasad, B.K., Muthumani, K., Gopalakrishnan, N. and Sreekala, R. (2007), "Seismic damage estimation through measurable dynamic characteristics", Comput. Concrete, 4(3), 167-186.
DOI
|
6 |
Li, K.N. (2003), 3-Dimensional nonlinear static/dynamic structural analysis computer program CANNYTechnical Manual.
|
7 |
Liu, Z.F. (2006), "Energy-based seismic design method and application in seismic evaluation of tall building hybrid structure", PhD thesis, Hunan University.
|
8 |
Lu, X.L., Chen, L.Z., Zhou, Y. and Huang Z.H. (2008), "Shaking table model tests on a complex high-rise building with two towers of different height connected by trusses", Struct. Des. Tall Spec. Build. (in press)
|
9 |
Niu, D.T. and Ren, L.J. (1996), "A modified seismic damage model with double variables for reinforced concrete structures", Earthq. Eng. Eng. Vib., 16(4), 44-54.
|
10 |
Park, Y.J. and Ang, A.H-S. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Struct. Eng., 111(4), 722-739.
DOI
ScienceOn
|
11 |
Shen, D.J. and Lu, X.L. (2008), "Shaking table test and analysis on seismic behavior of steel-concrete hybrid structure for high rise buildings", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, October, Paper ID. 05-06-0162.
|
12 |
Sozen, M.A. (1980), "Review of earthquake response of reinforced concrete buildings with a view to drift control", State-of-the-Art in Earthquake Engineering, Proceedings of the 7th World Conference on Earthquake Engineering, Istanbul, September, 119-174.
|
13 |
Stone, W.C. and Taylor, A.W. (1993), "Seismic performance of circular bridge column designed in accordance with AASHTO/CALTRANS standards", NIST Buildings Science Series 170, National Institute of Standard and Technology, Gaithersburg MD.
|
14 |
Wallace, J.W. and Wada, A. (2000), "Hybrid wall system: US-Japan research", Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, February, Paper No. 2619.
|
15 |
Wong, K.K.F. and Pang, M. (2007), "Energy density spectra in actively controlled inelastic structurestheory", Struct. Control Health Monit., 14, 261-278.
DOI
ScienceOn
|
16 |
Zhang, X., Wong, K.K.F. and Wang, Y. (2007), "Performance assessment of moment resisting frames during earthquakes based on the force analogy method", J. Struct. Eng., 29(10), 2792-2802.
DOI
ScienceOn
|