Doping dependence of the dipolar correlation length scale in metallic SrTiO<sub>3</sub>. [PDF]
Fauqué B+9 more
europepmc +1 more source
Takeoffs and Trade: A Sorted Effects Approach
ABSTRACT We use an augmented production function to empirically examine whether accelerated trade growth affects the probability of achieving a sustained increase in economic growth, which we refer to as takeoffs. We make several empirical contributions.
Rishav Bista+2 more
wiley +1 more source
Amplified multipartite entanglement witnessed in a quantum critical metal. [PDF]
Fang Y+6 more
europepmc +1 more source
Scanning Electron Microscopy Imaging of Twist Domains in Transition Metal Dichalcogenide Heterostructures. [PDF]
Tillotson E+14 more
europepmc +1 more source
Frustrated charge transfer in vibrationally inelastic Ar++N2 collisions via hard collision glory scattering. [PDF]
Zhang G, Lu D, Cheng M, Guo H, Gao H.
europepmc +1 more source
Hyperthermal Reactions in DNA Triggered by 1-20 eV Electrons: Absolute Cross Sections for Crosslinks, Strand Breaks, Clustered Damages and Base Modifications. [PDF]
Dong Y+6 more
europepmc +1 more source
Positron scattering from interstellar phosphorus-bearing compounds. [PDF]
Chakraborty I, Uddin N, Antony B.
europepmc +1 more source
Experimental methods in chemical engineering: Electron probe micro‐analysis—EPMA
ABSTRACT Electron probe microanalysis (EPMA) is a non‐destructive spectroscopic technique to map the chemical composition—quantitative elemental distribution and layer thickness—with a micro‐scale resolution. An electron beam illuminates the surface of a sample and produces backscattered electrons (BSE), secondary electrons (SE), characteristic X‐rays,
Viviane de Oliveira Campos+5 more
wiley +1 more source
Canted antiferromagnetism in a spin-orbit coupled S<sub>eff</sub> = 3/2 triangular-lattice magnet DyAuGe. [PDF]
Kurumaji T+7 more
europepmc +1 more source
Experimental Investigation of an Earthquake‐Resistant Steel Bridge Substructure System
ABSTRACT The grouted shear stud connection has been experimentally shown to provide two‐column steel bridge bent systems with seismic resistance. It achieves this by relocating the plastic hinging to the column section, thereby mobilizing the full strength and ductility of the steel columns.
Arjun Jayaprakash+2 more
wiley +1 more source