A review is performed of some of the seismic damage models that were more recently developed, taking into consideration the effect of cumulative damage. One of these models derives a local damage index in the form of a modified Miner's rule. This index is then used to develop the automated damage-control design procedure so that the design, while satisfying the necessary building design code, is optimized in the sense that it spatially distributes the damage as uniformly as possible.
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References
1.
Sozen, M.A.1981 "Review of Earthquake Response of Reinforced Concrete Buildings with a View to Drift Control", State of the Art in Earthquake Engineering Istanbul, Turkey
2.
Newmark, N.M. and E. Rosenblueth.1971. Fundamentals of Earthquake EngineeringEnglewood Cliffs, New Jersey. Prentice-Hall.
3.
Oliveria, C.S.1975 "Seismic Risk Analysis of a Site and a Metropolitan Area ", EERC, Report No. 75-3, University of California , Berkeley
4.
Algan, B.B.1982 "Dnft and Damage Consideration in Earthquake Resistant Design of Reinforced Concrete Buildings", Ph D Thesis, Department of Civil Engineering, University of Illinois, Urbana
5.
Krawinkler, H. and M. Zohrei.1983 "Cumulative Damage in Steel Structures Subjected to Earthquake Ground Motions", Computers and Structures, 16(14)
6.
Yao, J T P and W.H. Munse1962. "Low Cycle Fatigue Behavior of Mild Steel", Special Technical Publication No 338, American Society for Testing and Materials
7.
Stephen, J.E. and J.T.P. Yao1985. "Estimation of Innerstory Load-Deformation Relations for Damaged Structures", Proceedings 4th International Conference on Structural Safety and Reliability, Kobe, Japan
8.
Banon, H. , J.M. Biggs and H.M. Irvine.1980 "Prediction of Seismic Damage in Reinforced Concrete Frames", Publication No R80-16, Dept. of Civil Engineering, MIT, Cambndge, MA.
9.
Banon, H. , J.M. Biggs and H.M. Irvine1981. "Seismic Damage in Reinforced Concrete Frames", J Structural Division, ASCE, 107(ST9).
10.
Banon, H. and D. Veneziano1982 "Seismic Safety of Reinforced Concrete Members and Structures ", Earthquake Engineering and Structural Dynamics , Vol 10
11.
Gosain, N.K. , R.H. Brown and J.O. Jirsa1977. " Shear Requirements for Load Reversals on RC Members", J Structural Division, 103(ST7).
12.
Hwang, T.H. and C.F. Scnbner.1977 "RC Member Cyclic Response During Various Loadings", J Structural Division, ASCE, 103(ST7).
13.
Darwin, D. and C.K. Nmai.1986. "Energy Dissipation in RC Beams Under Cyclic Load", J. Structural Division, ASCE, 112(8)
14.
Lybas, J. and M.A. Sozen1977 "Effect of Beam Strength and Stiffness on Dynamic Behavior of Reinforced Concrete Coupled Walls", Civil Engineering Studies, SRS No 444, University of Illinois, Urbana
15.
Bertero, V.V. and B. Bresler1977 "Design and Engineering Decision Failure Criteria (Limit States), Developing Methodologies for Evaluating the Earthquake Safety of Existing Buildings", Report No EERC-77-6, University of California. Berkeley.
16.
Blejwas, T. and B. Bresler.1979 "Damageability in Existing Buildings ", Report No EERC-78-12, University of California, Berkeley.
17.
Roufaiel, M.S.L. and C. Meyer.1983. "Analysts of Damaged Concrete Frame Buildings", Report No. NSF-CEE-81-21359-1, Dept. of Civil Engrg and Engrg. Mech., Columbia University, New York
18.
Park, Y.J. , A. H-S. Ang and Y-K. Wen.1985. "Seismic Damage Analysis and Damage-Limiting Design of R/C Structures", J. Structural Division, ASCE, 111(4).
19.
Park, Y.J., A. H-S. Ang and Y-K. Wen.1985. "A Mechanistic Seismic Damage Model for Reinforced Concrete", J. Structural Division, ASCE, 111(4).
20.
Mizuhata, K., K. Sugiyama and H. Shimizu.1987. "Comparative Study on the Evaluation Method of Cumulative Damage of Reinforced Concrete Columns", Technical Report, Kinki Division, Japanese Architectural Society, Japan
21.
Chung, Y-S. , C. Meyer and M. Shinozuka1989. "Modeling of Concrete Damage", ACI J. , 86(3):259-271.
22.
Casciati, F. and L. Faravelli "Biaxial Damage Assessment", Seismic Engineering Research and Practice, Proceedings of Structures Congress '89, ASCE, San Francisco, pp 497-506.
23.
DiPasquale, E. and A.S. Cakmak.1987. "Detection and Assessment of Seismic Structural Damage", Technical Report NCEER-87-15, NCEER , Buffalo, NY.
24.
Chung, Y-S., C. Meyer and M. Shinozuka.1987. "Seismic Damage Assessment of Reinforced Concrete Members", Report No NCEER-87-22, NCEER, Buffalo, NY.
25.
Chung, Y-S., H. Hatamoto, M. Shinozuka and C. Meyer.1989 "Seismic Safety Improvement by Damage-Control Design", Draft Technical Report, Princeton University
26.
Fujikake, K. , T. Ohno and T. Nishioka.1988 " Experimental Study on Energy Absorption Capacity of Reinforced Concrete Frame ", Proc. Japan Society of Civil Engineers, 8(390)
27.
Wen, Y.K.1989. "Methods of Random Vibration for Inelastic Structures ", Applied Mechanics Reviews, 42(2).
28.
Kwok, Y.H., A. H-S. Ang and Y-K. Wen.1988 "Random Seismic Damage Analysis and Design of Unreinforced Masonry Structures", Proc. 9th World Conf. on Earthquake Engrg. , Tokyo, Japan.
29.
Akiyama, H.1985. Earthquake-Resistant Limit-State Design for BuildingsTokyoUniversity of Tokyo Press .
30.
31.
1987. ASCE Special Issue, "Expert Systems in Civil Engineering", J. Computing in Civil Engrg. , ASCE, 1(4).
32.
Chung, Y-S. , C. Meyer and M. Shinozuka1988. "Automated Seismic Design of Reinforced Concrete Buildings ", Report No. NCEER-88-0024, NCEER, Buffalo, NY.
33.
Chung, Y-S. , C. Meyer and M. Shinozuka.1988. SARCF User's Guide, "Seismic Analysis of Reinforced Concrete Frames", Report No NCEER-88-0044, NCEER, Buffalo, NY.
34.
Shinozuka, M. and P. Wai.1979. "Digital Simulation of Short-Crested Sea Surface Elevations", J. Ship Research , 23(1) 76-84.
35.
Shinozuka, M. , H. Hwang and M. Reich1984 " Reliability Assessment of Reinforced Concrete Containment Structures", Nuclear Engineering & Design, 80247-267
