174
Views
5
CrossRef citations to date
0
Altmetric
Articles

Dam-zoning modulus reconstruction using adjoint method

, , , &
Pages 1089-1110 | Received 21 Dec 2015, Accepted 26 Aug 2016, Published online: 23 Sep 2016

References

  • Alves, S. W., & Hall, J. F. (2006). System identification of a concrete arch dam and calibration of its finite element model. Earthquake Engineering & Structural Dynamics, 35, 1321–1337. doi:10.1002/eqe.575
  • Ardito, R., Maier, G., & Massalongo, G. (2008). Diagnostic analysis of concrete dams based on seasonal hydrostatic loading. Engineering Structures, 30, 3176–3185.10.1016/j.engstruct.2008.04.008
  • Arora, J. S. (2004). Introduction to optimum design (2nd ed.). Elsevier Academic Press.
  • Brenner, S. C., & Scott, L. R. (1998). The mathematical theory of finite element methods. World Book Inc.10.1007/978-0-387-75934-0
  • Brownjohn, J. M. (2007). Structural health monitoring of civil infrastructure. Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, 365, 589–622. doi:10.1098/rsta.2006.1925
  • Byrd, R. H., Lu, P., Nocedal, J., & Zhu, C. (2003). A limited-memory algorithm for bound-constrained optimization. Siam Journal on Scientific Computing, 16, 1190–1208. doi:10.1137/0916069
  • Celia, M. A., Russell, T. F., Herrera, I., & Ewing, R. E. (1990). An Eulerian-Lagrangian localized adjoint method for the advection–diffusion equation. Advances in Water Resources, 13, 187–206. doi:10.1016/0309-1708(90)90041-2
  • Chelidze, T., Matcharashvili, T., Abashidze, V., Kalabegishvili, M., & Zhukova, N. (2013). Real time monitoring for analysis of dam stability: Potential of nonlinear elasticity and nonlinear dynamics approaches. Frontiers of Structural and Civil Engineering, 7, 188–205. doi:10.1007/s11709-013-0199-5
  • De Sortis, A., & Paoliani, P. (2007). Statistical analysis and structural identification in concrete dam monitoring. Engineering Structures, 29, 110–120. doi:10.1016/j.engstruct.2006.04.022
  • Doyley, M. M., Meaney, P. M., & Bamber, J. C. (2000). Evaluation of an iterative reconstruction method for quantitative elastography. Physics in Medicine and Biology, 45, 1521–1540. doi:10.1088/0031-9155/45/6/309
  • Fedele, R., Maier, G., & Miller, B. (2005). Identification of elastic stiffness and local stresses in concrete dams by in situ tests and neural networks. Structure and Infrastructure Engineering, 1, 165–180. doi:10.1080/15732470500030513
  • Fedele, R., Maier, G., & Miller, B. (2006). Health assessment of concrete dams by overall inverse analyses and neural networks. International Journal of Fracture, 137, 151–172.10.1007/s10704-006-6582-7
  • Gu, C. S., & Wu, Z. R. (2006). Safety monitoring of dams and dam foundations-theories & methods and their application. Nanjing: Hohai University Press.
  • Haber, E., Horesh, L., & Tenorio, L. (2010). Numerical methods for the design of large-scale nonlinear discrete ill-posed inverse problems. Inverse Problems, 26, 395–410. doi:10.1088/0266-5611/26/2/025002
  • Kaltenbacher, B., Neubauer, A., & Ramm, A. G. (2002). Convergence rates of the continuous regularized Gauss–Newton method. Journal of Inverse and Ill-posed Problems, 10, 261–280. doi:10.1515/jiip.2002.10.3.261
  • Kanca, F., & Ismailov, M. I. (2012). The inverse problem of finding the time-dependent diffusion coefficient of the heat equation from integral overdetermination data. Inverse Problems in Science and Engineering, 20, 463–476.10.1080/17415977.2011.629093
  • Kauer, M., Vuskovic, V., Dual, J., Szekely, G., & Bajka, M. (2002). Inverse finite element characterization of soft tissues. Medical Image Analysis, 6, 275–287. doi:10.1016/S1361-8415(02)00085-3
  • Lahmer, T. (2011). Optimal experimental design for nonlinear ill-posed problems applied to gravity dams. Inverse Problems, 27, 2741–2751. doi:10.1088/0266-5611/27/12/125005
  • Peyras, L., Carvajal, C., Felix, H., Bacconnet, C., Royet, P., Becue, J.-P., & Boissier, D. (2012). Probability-based assessment of dam safety using combined risk analysis and reliability methods – Application to hazards studies. European Journal of Environmental & Civil Engineering, 16, 795–817.10.1080/19648189.2012.672200
  • Liu, Y., Sun, L. Z., & Wang, G. (2005). Tomography-based 3-D anisotropic elastography using boundary measurements. IEEE Transactions on Medical Imaging, 24, 1323–1333. doi:10.1109/TMI.2005.857232
  • Liu, Y., Wang, G., & Sun, L. Z. (2006). Anisotropic elastography for local passive properties and active contractility of myocardium from dynamic heart imaging sequence. International Journal of Biomedical Imaging, 45957, 1–15. doi:10.1155/IJBI/2006/45957.
  • Liu, Y., Wang, G., & Sun, L. Z. (2014). Elastography method to identify material distribution in two-phase nonlinear media. American Society of Civil Engineers, 140, 70–75. doi:10.1061/(ASCE)EM.1943-7889.0000695
  • Maier, G., Buljak, V., Garbowski, T., Cocchetti, G., & Novati, G. (2014). Mechanical characterization of materials and diagnosis of structures by inverse analyses: Some innovative procedures and applications. International Journal of Computational Methods, 11, 1343002(25 pages). doi:10.1142/S021987621343002010.1142/S0219876213430020
  • Mata, J., Tavares de Castro, A., & Sá da Costa, J. (2014). Constructing statistical models for arch dam deformation. Structural Control and Health Monitoring, 21, 423–437. doi:10.1002/stc.1575
  • Mazzucato, A. L. (2006). Partial uniqueness and obstruction to uniqueness in inverse problems for anisotropic elastic media. Journal of Elasticity, 83, 205–245. doi:10.1007/s10659-005-9023-3
  • McNamara, A., Treuille, A., Popović, Z., & Stam, J. (2004). Fluid control using the adjoint method. ACM Transactions on Graphics (TOG), 23, 449–456. ACM. doi:10.1145/1186562.1015744
  • Mokhtari, A., & Ribeiro, A. (2013). A dual stochastic DFP algorithm for optimal resource allocation in wireless systems. IEEE Workshop on Signal Processing Advances in Wireless Communications, 395, 21–25. IEEE. doi:10.1109/SPAWC.2013.6612004
  • Morales-Nápoles, O., Delgado-Hernández, D. J., De-León-Escobedo, D., & Arteaga-Arcos, J. C. (2014). A continuous Bayesian network for earth dams’ risk assessment: methodology and quantification. Structure and Infrastructure Engineering, 10, 589–603. doi:10.1080/15732479.2012.757789
  • Oberai, A. A., Gokhale, N. H., Doyley, M. M., & Bamber, J. C. (2004). Evaluation of the adjoint equation based algorithm for elasticity imaging. Physics in Medicine and Biology, 49, 2955–2974. doi:10.1088/0031-9155/49/13/013
  • Oberai, A. A., Gokhale, N. H., & Feijóo, G. R. (2003). Solution of inverse problems in elasticity imaging using the adjoint method. Inverse Problems, 19, 297–313. doi:10.1088/0266-5611/19/2/304
  • Pelton, F. (2000). Guidelines for instrumentation and measurements for monitoring dam performance. American Society of Civil Engineers.
  • Plessix, R. E. (2006). A review of the adjoint-state method for computing the gradient of a functional with geophysical applications. Geophysical Journal International, 167, 495–503. doi:10.1111/j.1365-246X.2006.02978.x
  • Powell, M. J. D. (2000). On the convergence of the DFP algorithm for unconstrained optimization when there are only two variables. Mathematical Programming, 87, 281–301. doi:10.1007/s101070050115
  • Qi, N. J. (2000). On the iteratively regularized Gauss–Newton method for solving nonlinear ill-posed problems. Mathematics of Computation of the American Mathematical Society, 69, 1603–1623. doi:10.1090/S0025-5718-00-01199-6
  • Sjödahl, P., Dahlin, T., & Johansson, S. (2005). Using resistivity measurements for dam safety evaluation at Enemossen tailings dam in southern Sweden. Environmental Geology, 49, 267–273. doi:10.1007/s00254-005-0084-1
  • Su, H., Wu, Z., Gu, Y., Hu, J., & Wen, Z. (2008). Game model of safety monitoring for arch dam deformation. Science in China, 51, 76–81. doi:10.1007/s11431-008-6003-4
  • Wu, Z. R. (2003). Safety monitoring theory & its application of hydraulic structures. Beijing: Higher Education.
  • Zhang, D. D., Feng, X., & Zhou, J. (2014). An inversion method of the material parameters for gravity dams. Applied Mechanics and Materials, 580–583, 1799–1802.10.4028/www.scientific.net/AMM.580-583

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.