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In analytical modeling, the input hysteretic behavior of elements plays an essential role in the overall seismic behavior of structures.
In analytical modeling, the deformation is divided into three phases, corresponding to the front face deformation, core crushing and overall structural bending and stretching, respectively.
Utilizing analytical modeling, the loss factors of the core materials was determined based upon the measured structural loss factors for a frequency range up to 4000 Hz.
Seismic vulnerability assessment of shear wall buildings can be conducted through non-linear dynamic analysis, which requires detailed analytical modeling, the consideration of different earthquake intensity and structural performance measures.
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Similar to the analytical model, the analysis was performed in two steps.
From the analytical model, the effect of TP in a group communication network is provided.
Based on the validated analytical models, the best cutout reinforcement was determined.
Comparing the experimental measurements with an analytical model, the results showed good consistency.
In order to simplify the complexity of the analytical model, the locations of HA and CN are and, respectively.
However, an important aspect is missed in this analytical model: the distribution of the end-to-end delay.
However, as shown with our analytical model, the strain that wins depends strongly on the transmission rate (Additional File 1).
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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