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Effect of pounding on nonlinear seismic response of torsionally coupled steel structures resting on flexible soil
Experimental investigations of fracture toughness and crack initiation in marble under different freezing and thermal cyclic loading
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
A study of swirl ratio effects on the NOx formation and mixture stratification in an RCCI engine
Optimisation, antioxidant attributes, stability and release behaviour of carboxymethyl cellulose films incorporated with nanoencapsulated vitamin E
Optimisation, antioxidant attributes, stability and release behaviour of carboxymethyl cellulose films incorporated with nanoencapsulated vitamin E
The effect of electroless bath pH on the surface properties of one-dimensional Ni-P nanomaterials
Singular functions for heterogeneous composites with cracks and notches; the use of equilibrated singular basis functions
Singular functions for heterogeneous composites with cracks and notches; the use of equilibrated singular basis functions
Steel chip and porcelain ceramic wastes used as replacements for coarse aggregates in concrete
Inquiry into bond behavior of CFRP sheets to concrete exposed to elevated temperatures - Experimental & analytical evaluation
Innovative warp and woof strap (WWS) method to anchor the FRP sheets in strengthened concrete beams