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Investigation of fracture behavior of these types of joints is very important from point of view of design and safety analysis.
The behavior of these types of TLDs is not well understood, and a design procedure for this type of TLD is unavailable.
Understanding the mechanical behavior of these types of composites under dynamic rates of loading will provide insights on the applicability of hybrid bio-inspired composites as protective materials.
The results obtained from the numerical and the experimental tests have been compared in order to give general specifications on the behavior of these types of vaults.
According to several researchers (Safi et al. 2016; Maallem et al. 2013; Kayacier and dogan, 2006), they have found that the behavior of these types of mud follows the model of Herschel Bulkely.
According to several researchers (Khodja et al. 2010; Jasim and Ramaswamy, 2004; Maallem et al, 2013; Kayacier and Dogan, 2006), it has found that the behavior of these types of mud follows the model of Herschel Bulkely.
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Double emulsions created by phase inversion can be used for fast liquid liquid separation; therefore, the coalescence behaviors of these types of multiple emulsions need to be predictable for different physical properties and drop size ratios.
Understanding and predicting the failure behavior for these types of light-weighting structures is of great interest due to the excellent scaling of stiffness- and strength-to weight ratios they display.
This paper discusses the failure mechanism of elevated concrete tanks with shaft and frame staging (supporting system) along with seismic behavior of these construction types.
Via the study of key cyclic dinucleotide signaling pathways that control the autonomous behavior of these cell types, the research group's long-term goals are to provide new ways to combat antibiotic-resistant bacteria and to enhance the effectiveness of cancer immunotherapies.
Indeed, several studies have found that the behavior of these mud types follows the Herschel Bulkely model.
More suggestions(15)
behavior of these amphiphiles
behavior of these structures
behavior of these deposits
behavior of these LDHs
behavior of these algorithms
behavior of these parameters
behavior of these alloys
behavior of these suspensions
behavior of these fluids
behavior of these individuals
behavior of these polymers
behavior of these photocatalysts
behavior of these ratios
behavior of these polynomials
behavior of these mortars
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