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Preparation and performance of nanometric Ti/TiN multi-layer physical vapor deposited coating on 316L stainless steel as bipolar plate for proton exchange membrane fuel cells
Preparation and performance of nanometric Ti/TiN multi-layer physical vapor deposited coating on 316L stainless steel as bipolar plate for proton exchange membrane fuel cells
Molecular evolution and selection pressure analysis of infectious hematopoietic necrosis virus (IHNV) revealed the origin and phylogenetic relationship of Iranian isolates in recent epidemics in Iran
Molecular evolution and selection pressure analysis of infectious hematopoietic necrosis virus (IHNV) revealed the origin and phylogenetic relationship of Iranian isolates in recent epidemics in Iran
Molecular evolution and selection pressure analysis of infectious hematopoietic necrosis virus (IHNV) revealed the origin and phylogenetic relationship of Iranian isolates in recent epidemics in Iran
Molecular evolution and selection pressure analysis of infectious hematopoietic necrosis virus (IHNV) revealed the origin and phylogenetic relationship of Iranian isolates in recent epidemics in Iran
On the solution of 3D problems in physics: From the geometry definition in CAD to the solution by a meshless method
Upgrade and development of elastic surface inverse design method for axial compressor cascade with sharp-edged blades
Further results on the join graph of a finite group
On using mesh-based and mesh-free methods in problems defined by Eringen's non-local integral model: issues and remedies
Agent-based modeling and bifurcation analysis reveal mechanisms of macrophage polarization and phenotype pattern distribution
Innovative warp and woof strap (WWS) method to anchor the FRP sheets in strengthened concrete beams
Innovative warp and woof strap (WWS) method to anchor the FRP sheets in strengthened concrete beams
Seismic retrofit of reinforced concrete strong beam-weak column joints using EBROG method combined with CFRP anchorage system
Effect of the EBROG method on strip-to-concrete bond behavior