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Experimental results are needed for validation of unsteady load analyses.
Finally, we perform limit load analyses for several representative structures containing flaws.
Load analyses are done usually by experimental methods since the accuracy of load simulations are often not precise enough.
The yield surface is represented by equations that automatically satisfy the convexity requirement and that fit the result of limit load analyses.
Single load analyses are performed such as dead weight (DW), operating pressure (PresO), operating temperature (THO), electromagnetic (EM; MD-I, MD-II, and MD-IV), seismic (SL-1, SL-2, and SMHV), and in-TBM LOCA-IV.
These models are then used to conduct nonlinear lateral load analyses to evaluate the following three wall retrofit methods recommended by ASCE 41-06: (1) reduction of flexural strength; (2) addition of concrete confinement; and (3) increased shear strength.
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Through convergence and cyclic loading analyses, simulation agrees well with the experimental results.
Particulate loading analyses yielded values of 0.04 0.1 mg Nm−3 at a distance of over 1.5 km from source, with results implying BFG is thermally scrubbed of contaminant matter through a mechanism of gas cooling and the amalgamation of condensate.
Under the aforementioned conditions, the single-load analyses of the tibia-plate constructs are conducted to calculate the maximum principal stress of the bone and implants.
A monoclonal GADPH antibody was used for protein loading analyses.
Loading analyses of the PCA indicated that the major distinction between the 2 clusters was a result of variation in lipid and amino acid metabolites (see Supplemental Figure S3 under "Supplemental data" in the online issue).
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