Your English writing platform
Free sign upSuggestions(5)
Exact(10)
An analytical approach based on the principle of two-stage method and incremental method is proposed to estimate the deflection of subway tunnels induced by adjacent excavations.
The comparison of the IPLS was performed with incremental PCA algorithm, incremental inter-class scatter method, and incremental maximum margin criterion technique.
From this study, some useful conclusions may be dawn as follows: (1) An analytical approach based on the principle of two-stage method and incremental method is proposed to estimate the deflection of subway tunnels induced by adjacent excavations.
The proposed methodology uses Radial Basis Function Network (RBFN) in NN algorithm for MPPT and the results are compared with classical perturb and observe (P&O) method and incremental conductance (INC) method.
Based on the principle of two-stage method and incremental method, an analytic approach is suggested in this paper to solve this problem in an accurate and rapid way, and the upheavals of tunnel due to adjacent excavation are solved by analytic method.
Maximum Relevance Minimum Redundancy (mRMR) method and Incremental Feature Selection (IFS) were applied to obtain the optimal feature set and the prediction model was Nearest Neighbor Algorithm (NNA).
Similar(50)
The results show good agreement with the modified Lindstedt Poincaré method and the incremental harmonic balance method.
For a comparative study both the FEM-based direct method and the incremental method were applied, which were based on the shakedown theorem combined with an optimisation process and FEM cyclic plasticity simulations, respectively.
The mRMR (Minimum-Redundancy-Maximum-Relevance) method and IFS (Incremental Feature Selection) were used to select a compact feature set (141 features) for the reduction of feature dimension and improvement of prediction performance.
Methods: MUNIX and incremental stimulation MUNE (IS-MUNE) were done in the abductor digiti minimi muscle (ADM), while MUNIX and spike-triggered averaging MUNE (STA-MUNE) were tested in the trapezius muscle.
Using the previous mechanics, a nonlinear finite element method and an incremental-iterative solution are formulated for the analysis of nonlinear adaptive plate structures subject to in-plane electromechanical loading.
Write better and faster with AI suggestions while staying true to your unique style.
Since I tried Ludwig back in 2017, I have been constantly using it in both editing and translation. Ever since, I suggest it to my translators at ProSciEditing.
Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com