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num PGA 1 0.254 Imperial Valley 1979 Chihuahua
2 0.27 Imperial Valley 1979 Chihuahua
3 0.231 Northridge 1994 Hollywood Storage 4 0.145 San Fernando 1971 Lake Hughes #1
5 0.21 San Fernando 1971 Hollywood Stor Lot
6 0.134 Super Stition Hills 1987 Wildlife
LiquefactionArrey
7 0.134 Super Stition Hills 1987 Wildlife
iquefaction Arrey
8 0.119 Super Stition Hills 1987 Salton Sea
Wildlife Refuge
9 0.186 Super Stition Hills 1987 Plaster City
10 0.247 Super Stition Hills 1987 Calipatria Fire
Station 11 0.135 Landers 1992 Barstow
12 0.385 Cape Mendocino 1992 Rio Dell Overpass
13 0.549 Cape Mendocino 1992 Rio Dell Overpass
14 0.164 Coalinga 1983 Parkfield - Fault Zone 3
15 0.126 Whittier Narrows 1987 Beverly Hills
16 0.239 Northridge, 1994 LA, Baldwin Hills 17 0.143 Imperial Valley, 1979 El Centro Array #12
18 0.24 Loma Prieta, 1989 Anderson Dam Downstream
19 0.247 Loma Prieta, 1989 Anderson Dam Downstream
20 0.159 Loma Prieta, 1989 Agnews State Hospital
21 0.244 Loma Prieta, 1989 Anderson Dam Downstream
22 0.179 Loma Prieta, 1989 Coyote Lake Dam Downstream
23 0.309 Imperial Valley, 1979 Cucapah
24 0.207 Loma Prieta, 1989 Sunnyvale Colton Ave
25 0.117 Imperial Valley, 1979 El Centro Array
#13
26 0.074 Imperial Valley, 1979 Westmoreland
Fire Station
27 0.209 Loma Prieta, 1989 Sunnyvale Colton Ave
28 0.139 Imperial Valley, 1979 El Centro Array
#13
29 0.11 Imperial Valley, 1979 Westmoreland
Fire Station
30 0.269 Loma Prieta, 1989 Hollister Diff. Array
Sanfernando 1971
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1 0.994 16 2 0.998 1
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2 0.997 19 2 0.997 4
2 0.986 20 2 0.998 5
2 0.998 21 2 0.980 6
2 0.984 22 3 0.997 7
2 0.995 23 2 0.996 8
3 0.983 24 2 0.985 9
2 0.987 25 3 0.993 10
2 0.929 26 3 0.992 11
2 0.894 27 3 0.997 12
2 0.984 28 2 0.998 13
2 0.979 29 2 0.967 14
2 0.998 30 2 0.989 15
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Arch
ive of
SID
/ / / 1389 26
10- ]1[ Mehdi Nikoo, Panam Zarfam ," Determining
margin confidence for evaluating vulnerability of moment reinforced concrete frames based on index for maximum displacement of stories " ,1st International Conference on Concrete Technology, Tabriz, Iran, 6-7 November 2009
]2[ "Iranian code for seismic resistant design of building (standard NO:2800 - third edit)1384 (2005); Research Center Of Building And Housing.
]3[ S.W. Doebling, C.R. Farrar, M.B. Prime, D.W. Shevitz, "Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics" : a literature review, Report No. LA-13070-MS, Los Alamos National Laboratory, Los Alamos, 1996.
]4[ Siegel, S., and N. J. Castellan.. ''Nonparametric statistics for the behavioral sciences''. New York: McGraw-Hill, Inc.. 1988
]5[ Brownlee, K. A.. ''Statistical theory and methodology in science and engineering''. New York: John Wiley & Sons, Inc. 1965
]6[ R.E.Valles, A.M.Reinhorn, S.K.Kunnath, C.Li And A.Mandan, "Idarc2d Version 6.0: A Computer Program For The Inelastic Damage Analysis Of Building", Nceer-96-0010-, 1996
]7[ Gavin J. Graeme C. Holger R," Input determination for neural network models in water resources applications. Part 1-background and methodology",Journal Of Hydrology Elsevier,2004
]8[ Xia Y., Hao H., Brownjohn J.M.W. and Xia P.Q. Damage identification of structures with uncertain frequency and mode shape data Earthquake Engineering and Structural Dynamics,2002;31:1053-1066.
]9[ Huang C.S.,Hung S.L.,Wen C.M. and Tu T.T., A neural network approach for structural identificationand diagnosis of a building from seismic response data, Earthquake Engineering and Structural Dynamics,2003;32:187-206.
]10[ Catherine Ann Pagni " Modeling of Structural Damage of Older Reinforced Concrete Components ", Department of Civil and Environmental Engineering , University of Washington ,2003
]11[ W. Vandaele "Applied Time Series and Box-Jenkins Models". Academic Press, Inc. 1983
]12[ S. Makridakis, S.C. Wheelwright, and R. J. Hyndman" Forecasting: Methods and Applications".Wiley. 1998
]13[ Cheng-Wu Chen, "Modeling and control for nonlinear structural systems via a NN-based approach" , Expert Systems with Applications ,ELSEVIER, 2008
]14[ Elif Derya Ubeyli , Mustafa Ubeyli , "Estimation of radiation damage at the structural materials of a hybrid reactor by probabilistic neural networks ",Expert Systems with Applications, ,ELSEVIER, 2008
]15[ Q. S. LI1, D. K. LIU, A. Y. T. LEUNG , "MODELLING OF STRUCTURAL RESPONSE AND OPTIMIZATION OF STRUCTURAL CONTROL SYSTEM USING NEURAL NETWORK AND GENETIC ALGORITHM" , THE STRUCTURAL DESIGN OF TALL BUILDINGS ,2000
]16[ Yuyin Qian , Akira Mita " Acceleration-based damage indicators for building structures using neural network emulators " , STRUCTURAL CONTROL AND HEALTH MONITORING , Inter Science ,2007
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