An efficient and robust method for structural distributed load identification based on mesh superposition approach
暂无分享,去创建一个
Jacob Fish | He Liu | Quansheng Liu | Hao Ma | Bin Liu | Yucong Pan | Tang Xuhai | B. Liu | J. Fish | Xuhai Tang | Quansheng Liu | Hao Ma | Yucong Pan | He Liu
[1] Quansheng Liu,et al. Inverse Analysis Approach to Identify the Loads on the External TBM Shield Surface and Its Application , 2019, Rock Mechanics and Rock Engineering.
[2] Xiaoping Zhou,et al. Digital measurement of 2D and 3D cracks in sandstones through improved pseudo color image enhancement and 3D reconstruction method , 2019, International Journal for Numerical and Analytical Methods in Geomechanics.
[3] Meng Zhang,et al. Hybrid reconstruction method for indirect monitoring of an ice load of a steel gate in a cold region , 2019, Cold Regions Science and Technology.
[4] Meng Zhang,et al. Novel computation method of reducing ill-posedness for structural static distributed load identification by optimising strain gauge locations , 2019, Mechanical Systems and Signal Processing.
[5] Zhi Zhao,et al. An integrated method for 3D reconstruction model of porous geomaterials through 2D CT images , 2019, Comput. Geosci..
[6] Xiaoping Zhou,et al. A hierarchical-fractal approach for the rock reconstruction and numerical analysis , 2018, International Journal of Rock Mechanics and Mining Sciences.
[7] Meng Zhang,et al. Indirect monitoring of distributed ice loads on a steel gate in a cold region , 2018, Cold Regions Science and Technology.
[8] Kyungsik Choi,et al. Estimation of local ice load by analyzing shear strain data from the IBRV ARAON's 2016 Arctic voyage , 2018 .
[9] Xiaoping Zhou,et al. 3D Numerical Reconstruction of Porous Sandstone Using Improved Simulated Annealing Algorithms , 2018, Rock Mechanics and Rock Engineering.
[10] Samson B. Cooper,et al. Static load estimation using artificial neural network: Application on a wing rib , 2018, Adv. Eng. Softw..
[11] Kenneth A. Brown,et al. Inverse measurement of wall pressure field in flexible-wall wind tunnels using global wall deformation data , 2018 .
[12] Xu Han,et al. An efficient method to reduce ill-posedness for structural dynamic load identification , 2017 .
[13] Xiaoping Zhou,et al. Time-dependent jamming mechanism for Single-Shield TBM tunneling in squeezing rock , 2017 .
[14] Jani Romanoff,et al. Influence of load length on short-term ice load statistics in full-scale , 2017 .
[15] Jianping Liu,et al. Application and development of hard rock TBM and its prospect in China , 2016 .
[16] Xu Han,et al. A novel approach for distributed dynamic load reconstruction by space–time domain decoupling , 2015 .
[17] Tak-Kee Lee,et al. Field measurement of local ice pressures on the ARAON in the Beaufort Sea , 2014 .
[18] Jamal Rostami,et al. 3D finite difference model for simulation of double shield TBM tunneling in squeezing grounds , 2014 .
[19] Anoop K. Dhingra,et al. Input load identification from optimally placed strain gages using D-optimal design and model reduction , 2013 .
[20] Hirotaka Igawa,et al. Inverse identification of continuously distributed loads using strain data , 2012 .
[21] Georg Anagnostou,et al. The Interaction Between Shield, Ground and Tunnel Support in TBM Tunnelling Through Squeezing Ground , 2011 .
[22] Ron Ritch,et al. Local ice pressures measured on a strain gauge panel during the CCGS Terry Fox bergy bit impact study , 2008 .
[23] Cameron W. Coates,et al. Inverse Method Using Finite Strain Measurements to Determine Flight Load Distribution Functions , 2008 .
[24] P. Stark. Bounded-Variable Least-Squares: an Algorithm and Applications , 2008 .
[25] Gene H. Golub,et al. Generalized cross-validation as a method for choosing a good ridge parameter , 1979, Milestones in Matrix Computation.
[26] T. Belytschko,et al. A first course in finite elements , 2007 .
[27] Stephen P. Boyd,et al. Convex Optimization , 2004, Algorithms and Theory of Computation Handbook.
[28] George Comfort,et al. Static ice loads on dams , 2003 .
[29] C. Fairhurst,et al. APPLICATION OF THE CONVERGENCE-CONFINEMENT METHOD OF TUNNEL DESIGN TO ROCK MASSES THAT SATISFY THE HOEK-BROWN FAILURE CRITERION , 2000 .
[30] Yasushi Mitsui,et al. APPLICATION OF ARTIFICIAL NEURAL NETWORKS TO LOAD IDENTIFICATION , 1998 .
[31] Charles L. Lawson,et al. Solving least squares problems , 1976, Classics in applied mathematics.
[32] L. N. Vicente,et al. A comparison of block pivoting and interior-point algorithms for linear least squares problems with nonnegative variables , 1994 .
[33] Jacob Fish,et al. On adaptive multilevel superposition of finite element meshes for linear elastostatics , 1994 .
[34] Jacob Fish,et al. Adaptive s-method for linear elastostatics , 1993 .
[35] J. Fish. The s-version of the finite element method , 1992 .
[36] P. Hansen. Regularization,GSVD and truncatedGSVD , 1989 .
[37] Giancarlo Gioda,et al. Numerical identification of soil‐structure interaction pressures , 1981 .
[38] A. N. Tikhonov,et al. Solutions of ill-posed problems , 1977 .