[1]
J.F. Wang, Q.F. Huang, L.Y. Wang. Theory and Key Technique for the Seismic Design of High-Rise Building with Fault Shear Wall. Journal of Huaqiao University (Natural Science). Vol. 27 (2006), No. 2, p.113.
Google Scholar
[2]
R.H. Jin, X.L. Liu. Damage Styles and Mechanism Analysis of Reinforced Concrete Columns under Earthquake Action. Journal of Maoming University. Vol. 18 (2008), No. 6, p.69.
Google Scholar
[3]
.Q. Liu, S.L. Bai, M. Lai. An Rwview and Analysis of Failure Criteria for Aseismic Structures. Journal of Chongqing Institure of Architecture and Engineering. Vol. 15 (1993), No. 4, p.1.
Google Scholar
[4]
Powell, Graham H.; Allahabadi, Rakesh. Seismic damage prediction by deterministic method: concept and procedures. Earthquake Engineering and Structural Dynamics, Vol. 16 (1988), p.719.
DOI: 10.1002/eqe.4290160507
Google Scholar
[5]
Banon, Hooshang; Biggs, John M.; Irvine, H. Max. Seismic damage in reinforced concrete frames. Journal of Structural Engineering, ASCE, Vol. 107 (1981), No. 9, p.1713.
DOI: 10.1061/(asce)0733-9445(1983)109:1(288)
Google Scholar
[6]
B.Q. Liu, S.L. Bai, M. Liu. Equivalent Ductility Damage Criteria of Earthquake-Reistant Structures and Their Verification by Substructure Method. Earthquake Engineering and Engineering Vibration. Vol. 17 (1997), No. 3, p.77.
Google Scholar
[7]
Kraetzig, W.B. ; Meyer, I.F. ; Meskouris, K. Damage evolution in reinforced concrete members under cyclic loading. Proceedings of ICOSSAR '89, the 5th International Conference on Structural Safety and Reliability, Part Ⅰ. San Francisco, Vol. 1 (1989).
Google Scholar
[8]
McCabe, S. L; Hall, W.J. Asssemsent of Seismic Structural Damage. Joural of Structural Eneering, ASCE, Vol. 115 (1989), No. 9, p.2166.
Google Scholar
[9]
B.Q. Liu, M. Liu. Analysis of Hysteretic Energy in Low-Cyclic Fatigue Experiment of RC Colun. Earthquake Engineering and Engineering Vibration. Vol. 18 (1998), No. 3, p.14.
Google Scholar
[10]
Park, Young-Ji ; Ang, Alfredo H. -S. Mechanistic seismic damage model for reinforced concrete. Journal of Structural Engineering, ASCE, Vol. 111 (1985), No. 4, p.722.
DOI: 10.1061/(asce)0733-9445(1985)111:4(722)
Google Scholar
[11]
B.Q. Liu, M. Liu, S.L. Bai. Reconsideration of Damage Criteria for Earthquake Resistant Structures. World Information on Earthquake Engineering. Vol. 14 (1998), No. 3, p.17.
Google Scholar
[12]
Kunnath, Sashi K. ; Reinhorn, Andrei M. ; Park, Young J. Analytical modeling of inelastic seismic response of R/C structures. Journal of structural engineering. Vol. 116 (1990), No. 4, p.996.
DOI: 10.1061/(asce)0733-9445(1990)116:4(996)
Google Scholar
[13]
J.P. Fu, M. Wang, S.L. Bai. Identification and modification of the Park-Ang criterion for failure of RC structures. Earthquake Engineering and Engineering Vibration. Vol. 25 (2005), No. 5, p.73.
Google Scholar
[14]
DU Xi-kai, WANG Tie-cheng , HE Hongming, YI Kai. Experimental Research and Damage Model of Square Concrete-Filled Steel Tube Subjected To Cyclic Loading. Proceedings of the 9th International Conference of Chinese Transportation Professionals. 2009, p.2506.
DOI: 10.1061/41064(358)351
Google Scholar
[15]
Cipollina, A.; Lopez-Inojosa, A.; Florez-Lopez, J. Simplified damage mechanics approach to nonlinear analysis of frames. Computers and Structures. Vol. 54 (1995), No. 6, p.1113.
DOI: 10.1016/0045-7949(94)00394-i
Google Scholar