1 |
Mukherjee, A. and Biswas, S.N. (1997), "Artificial neural networks in prediction of mechanical behavior of concrete at high temperature", Nucl. Eng. Des., 178(1), 1-11.
DOI
|
2 |
MuntasirBillah, A. and ShahriaAlam, M. (2015), "Seismic fragility assessment of highway bridges: a state-of-the-art review", Struct. Infrastr. Eng., 11(6), 804-832.
DOI
|
3 |
O'Rourke, M.J. and So, P. (2000), "Seismic fragility curves for ongrade steel tanks", Earthq. Spectra, 16(4), 801-815.
DOI
|
4 |
Padgett, J.E., Ghosh, J. and Duenas-Osorio, L. (2013), "Effects of liquefiable soil and bridge modelling parameters on the seismic reliability of critical structural components", Struct. Infrastr. Eng., 9(1), 59-77.
|
5 |
Perlovsky, L.I. (2001), Neural Networks and Intellect: Using Model-Based Concepts, Oxford University Press, New York.
|
6 |
Priestley, M.N., Seible, F. and Calvi, G.M. (1996), Seismic Design and Retrofit of Bridges, John Wiley & Sons.
|
7 |
Rafiq, M., Bugmann, G. and Easterbrook, D. (2001), "Neural network design for engineering applications", Comput. Struct., 79(17), 1541-1552.
DOI
|
8 |
Razzaghi, M.S. and Eshghi, S. (2014), "Probabilistic seismic safety evaluation of precode cylindrical oil tanks", J. Perform. Constr. Facil., 29(6), 04014170.
DOI
|
9 |
Razzaghi, M.S. and Mohebbi, A. (2011), "Predicting the seismic performance of cylindrical steel tanks using artificial neural networks (ann)", Acta Polytechnica Hungarica, 8(2), 129-140.
|
10 |
Sadovsky, Z. and Soares, C.G. (2011), "Artificial neural network model of the strength of thin rectangular plates with weld induced initial imperfections", Reliab. Eng. Syst. Saf., 96(6), 713-717.
DOI
|
11 |
Seo, J. and Linzell, D.G. (2012), "Horizontally curved steel bridge seismic vulnerability assessment", Eng. Struct., 34, 21-32.
DOI
|
12 |
Graham, L.D., Forbes, D.R. and Smith, S.D. (2006), "Modeling the ready mixed concrete delivery system with neural networks", Auto. Constr., 15(5), 656-663.
DOI
|
13 |
Computers and Structures Inc. (2009), "Integrated finite element analysis and design of structures basic analysis reference manual", Computers and Structures, Berkeley, CA, USA
|
14 |
Elshafey, A.A., Haddara, M.R. and Marzouk, H. (2010), "Damage detection in offshore structures using neural networks", Marine Struct., 23(1), 131-145.
DOI
|
15 |
Fakharifar, M., Chen, G., Dalvand, A. and Shamsabadi, A. (2015), "Collapse vulnerability and fragility analysis of substandard RC bridges rehabilitated with different repair jackets under postmainshock cascading events", Int. J. Concrete Struct. Mater., 9(3), 345-367.
DOI
|
16 |
FEMA (2003), HAZUS-MH MR1: Technical Manual, Vol. Earthquake Model, Federal Emergency Management Agency; Washington D.C.
|
17 |
FHWA (1995), Seismic Retrofitting Manual for Highway Bridges Publication No.FHWA-RD-94-052, Office of Engineering and Highway Operations R&D, Federal Highway Administration; McLean, VA.
|
18 |
Hancilar, U., Taucer, F. and Corbane, C. (2013), "Empirical fragility functions based on remote sensing and field data after the 12 January 2010 Haiti earthquake", Earthq. Spectra, 29(4), 1275-1310.
DOI
|
19 |
Hasanzadehshooiili, H., Lakirouhani, A. and Sapalas, A. (2012), "Neural network prediction of buckling load of steel archshells", Arch. Civil Mech. Eng., 12(4), 477-484.
DOI
|
20 |
HAZUS (1997), MH 2.0, Technical Manual, Federal Emergency Management Agency, Washington, DC.
|
21 |
Hose, Y., Silva, P. and Seible, F. (2000), "Development of a performance evaluation database for concrete bridge components and systems under simulated seismic loads", Earthq. Spectra, 16(2), 413-442.
DOI
|
22 |
Kent, D.C. and Park, R. (1971), "Flexural members with confined concrete", Automated Vehicles Symposium, San Francisco, July.
|
23 |
Huo, Y. and Zhang, J. (2012), "Effects of pounding and skewness on seismic responses of typical multispan highway bridges using the fragility function method", J. Bridge Eng., 18(6), 499-515.
DOI
|
24 |
Hwang, H., Liu, J. and Chiu, Y. (2001), "Seismic fragility analysis of highway bridges", Center for Earthquake Research and Information, The University of Memphis, MAEC RR-4 Project.
|
25 |
Jara, M., Jara, J. and Olmos, B. (2013), "Seismic energy dissipation and local concentration of damage in bridge bents", Struct. Infrastr. Eng., 9(8), 794-805.
DOI
|
26 |
Kalantari, Z. and Razzaghi, M. (2015), "Predicting the buckling capacity of steel cylindrical shells with rectangular stringers under axial loading by using artificial neural networks", Int. J. Eng.-Tran. B: Appl., 28(8), 1154.
|
27 |
Kawashima, K. (2000), "Seismic design and retrofit of bridges", Bull. NZ Soc. Earthq. Eng., 33(3), 265-285.
|
28 |
Kircher, C.A., Nassar, A.A., Kustu, O. and Holmes, W.T. (1997), "Development of building damage functions for earthquake loss estimation", Earthq. Spectra, 13(4), 663-682.
DOI
|
29 |
Kowalsky, M.J. (2000), "Deformation limit states for circular reinforced concrete bridge columns", J. Struct. Eng., 126(8), 869-878.
DOI
|
30 |
Lagaros, N.D. and Fragiadakis, M. (2007), "Fragility assessment of steel frames using neural networks", Earthq. Spectra, 23(4), 735-752.
DOI
|
31 |
Mander, J., Priestley, M. and Park, R. (1988), "Observed stressstrain behavior of confined concrete", J. Struct. Eng., 114(8), 1827-1849.
DOI
|
32 |
Maroney, B.H. (1995), Large Scale Bridge Abutment Tests to Determine Stiffness and Ultimate Strength Under Seismic Loading, University of California, Davis.
|
33 |
Straub, D. and Der Kiureghian, A. (2008), "Improved seismic fragility modeling from empirical data", Struct. Saf., 30(4), 320-336.
DOI
|
34 |
Shamsabadi, A. (2007), "Three-dimensional nonlinear seismic soil-abutment-foundation structure interaction analysis of skewed bridges", Ph.D. Dissertation, University of Southern California, Los Angeles, CA.
|
35 |
Sheikh, S. and Uzumeri, M. (1980), "Strength and ductility of confined concrete columns", J. Struct. Eng., 106, 1079-1102.
|
36 |
Shinozuka, M., Feng, M., Kim, H., Uzawa, T. and Ueda, T. (2003), "Statistical analysis of fragility curves", Report No. MCEER-03-0002, Multidisciplinary Center for Earthquake Engineering Research.
|
37 |
Stefanidou, S.P. and Kappos, A.J. (2017), "Methodology for the development of bridge-specific fragility curves", Earthq. Eng. Struct. Dyn., 46(1), 73-93.
DOI
|
38 |
Stewart, J.P., Taciroglu, E., Wallace, J.W., Ahlberg, E.R., Lemnitzer, A., Rha, C. and Salamanca, A. (2007), "Full scale cyclic testing of foundation support systems for highway bridges. Part II: Abutment backwalls", Retrieved from Los Angeles, CA.
|
39 |
Tavares, D.H., Padgett, J.E. and Paultre, P. (2012), "Fragility curves of typical as-built highway bridges in eastern Canada", Eng. Struct., 40, 107-118.
DOI
|
40 |
Torbol, M. and Shinozuka, M. (2012), "Effect of the angle of seismic incidence on the fragility curves of bridges", Earthq. Eng. Struct. Dyn., 41(14), 2111-2124.
DOI
|
41 |
Torbol, M. and Shinozuka, M. (2014), "The directionality effect in the seismic risk assessment of highway networks", Struct. Infrastr. Eng., 10(2), 175-188.
DOI
|
42 |
Waszczyszyn, Z. and Bartczak, M. (2002), "Neural prediction of buckling loads of cylindrical shells with geometrical imperfections", Int. J. Nonlin. Mech., 37(4-5), 763-775.
DOI
|
43 |
ATC (1991), "Seismic vulnerability and impact of disruption of lifelines in the Coterminous United States", Report No. ATC-25, Applied Technology Council, Redwood City, CA.
|
44 |
Adeli, H. (2001), "Neural networks in civil engineering: 1989-2000", Comput. Aid. Civil Infrastr. Eng., 16(2), 126-142.
DOI
|
45 |
Agrawal, A., Ghosn, M., Alampalli, S. and Pan, Y. (2011), "Seismic fragility of retrofitted multispan continuous steel bridges in New York", J. Bridge Eng., 17(4), 562-575.
DOI
|
46 |
Arslan, M.H. (2010), "Predicting of torsional strength of RC beams by using different artificial neural network algorithms and building codes", Adv. Eng. Softw., 41(7), 946-955.
DOI
|
47 |
Aviram, A., Mackie, K.R. and Stojadinovic, B. (2008), "Guidelines for nonlinear analysis of bridge structures in California", Pacific Earthquake Engineering Research Center, College of Engineering University of California, Berkeley, PEER Report 2008/03.
|
48 |
Mosleh, A. (2016c), "Seismic vulnerability assessment of existing concrete highway Iranian bridges", Doctor of Philosophy, Aveiro University, http://hdl.handle.net/10773/17173.
|
49 |
Monti, G. and Nistico, N. (2002), "Simple probability-based assessment of bridges under scenario earthquakes", J. Bridge Eng., 7(2), 104-114.
DOI
|
50 |
Moschonas, I.F., Kappos, A.J., Panetsos, P., Papadopoulos, V., Makarios, T. and Thanopoulos, P. (2009), "Seismic fragility curves for Greek bridges: methodology and case studies", Bull. Earthq. Eng., 7(2), 439-468.
DOI
|
51 |
Mosleh, A., Jara, J. and Varum, H. (2015), "A methodology for determining the seismic vulnerability of old concrete highway bridges by using fragility curves", J. Struct. Eng. Geotech., 5(1), 1-7.
|
52 |
Mosleh, A., Razzaghi, M. S., Jara, J. andVarum, H. (2016b), "Development of fragility curves for RC bridges subjected to reverse and strike-slip seismic sources", Earthq. Struct., 11(3), 517-538.
DOI
|
53 |
Mosleh, A., Razzaghi, M.S., Jara, J. and Varum, H. (2016a), "Seismic fragility analysis of typical Pre-1990 bridges due to near and far-field ground motions", Int. J. Adv. Struct. Eng., 8(1), 1-9.
DOI
|
54 |
Mosleh, A., Razzaghi, M.S., Jara, J. and Varum, H. (2018b), "Probabilistic seismic performance analysis of RC bridges", J. Earthq. Eng., 1-25, doi.org/10.1080/13632469.2018.1477637.
|
55 |
Banerjee, S. and Shinozuka, M. (2007), "Nonlinear static procedure for seismic vulnerability assessment of bridges", Comput. Aid. Civil Infrastr. Eng., 22(4), 293-305.
DOI
|
56 |
Avsar, O. and Yakut, A. (2012), "Seismic vulnerability assessment criteria for RC ordinary highway bridges in Turkey", Struct. Eng. Mech., 43(1), 127-145.
DOI
|
57 |
Avsar, O., Yakut, A. and Caner, A. (2011), "Analytical fragility curves for ordinary highway bridges in Turkey", Earthq. Spectra, 27(4), 971-996.
DOI
|
58 |
Bae, S. and Bayrak, O. (2008), "Plastic hinge length of reinforced concrete columns", ACI Struct. J., 105(3), 290.
|
59 |
Mosleh, A., Sepahvand, S., Varum, H., Jara, J., Razzaghi, M.S. and Marburg, S. (2018a), "Stochastic collocation-based nonlinear analysis of concrete bridges with uncertain parameters", Struct. Infrastr. Eng. J., 14(10),1324-1338.
DOI
|
60 |
Mehrjoo, M., Khaji, N., Moharrami, H. and Bahreininejad, A. (2008), "Damage detection of truss bridge joints using Artificial Neural Networks", Exp. Syst. Appl., 35(3), 1122-1131.
|
61 |
Bayrak, O. and Sheikh, S.A. (2001), "Plastic hinge analysis", J. Struct. Eng., 127(9), 1092-1100.
DOI
|
62 |
Bazant, Z.P. and Bhat, P.D. (1976), "Endochronic theory of inelasticity and failure of concrete", J. Eng. Mech. Div., 102(4), 701-722.
|
63 |
Billah, A. and Alam, M.S. (2015), "Seismic fragility assessment of concrete bridge pier reinforced with superelastic shape memory alloy", Earthq. Spectra, 31(3), 1515-1541.
DOI
|
64 |
Billah, A.M. and Alam, M.S. (2016), "Performance-based seismic design of shape memory alloy-reinforced concrete bridge piers I: Development of performance-based damage states", J. Struct. Eng., 142(12), 04016140.
DOI
|
65 |
Caltrans (2013), Seismic Design Criteria Version 1.7, California Department of Transportation, Sacramento, CA.
|
66 |
Whitman, R.V., Vanmarcke, E.H., de Neufville, R.L., Brennan, J., Cornell, C.A. and Biggs, J.M. (1975), "Seismic design decision analysis", J. Struct. Div., 101(5), 1067-1084.
|
67 |
Yazgan, U. (2015), "Empirical seismic fragility assessment with explicit modeling of spatial ground motion variability", Eng. Struct., 100(1), 479-489.
|
68 |
Billah, A.M. and Alam, M.S. (2016), "Performance-based seismic design of shape memory alloy-reinforced concrete bridge piers. I: Development of performance-based damage states", J. Struct. Eng., 142(12), 04016140.
DOI
|
69 |
Billah, A.M., Alam, M.S. and Bhuiyan, M.R. (2012), "Fragility analysis of retrofitted multicolumn bridge bent subjected to near-fault and far-field ground motion", J. Bridge Eng., 18(10), 992-1004.
DOI
|
70 |
Brandenberg, S.J., Zhang, J., Kashighandi, P., Huo, Y. and Zhao, M. (2011), "Demand fragility surfaces for bridges in liquefied and laterally spreading ground", Pacific Earthquake Engineering Research Center, College of Engineering University of California, Berkeley, PEER Report 2011/0.
|
71 |
Choi, E., DesRoches, R. and Nielson, B. (2004), "Seismic fragility of typical bridges in moderate seismic zones", Eng. Struct., 26(2), 187-199.
DOI
|