Study of nucleon correlations in nuclei by (p, p’) inelastic reaction at 1 GeV

We study the 16 O +58 Ni deep inelastic reaction by using coincident charged techniques. Inclusive as well as exclusive data of the C , N , and O fully-damped fragments and their associated light charged particles ( p , d , t , and α-particles) have been collected at the IReS Strasbourg VIVITRON Tandem facility. The velocity distributions of the emitted protons and the associated multiplicity polar plots are analyzed by means of a model which describes simultaneously the nonequilibrium and the evaporative (equilibrated) components of a deep inelastic reaction mechanism. Estimates on polarization phenomena as well as the associated "decay times" of the reaction have been obtained. The hypothesis of a new "fan effect" is proposed for the proton sequential emission in the deep inelastic scattering of 16 O +58 Ni at 8.25 MeV/nucleon.

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Population of 195Os via a deep-inelastic reaction

10.1063/1.1805958 ◽

2004 ◽

Cited By ~ 1

Author(s):

J. J. Valiente-Dobón

Keyword(s):

Inelastic Reaction ◽

Deep Inelastic Reaction

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QUANTUM DYNAMICS OF THE He + Li2 INELASTIC SCATTERING

Journal of Theoretical and Computational Chemistry ◽

10.1142/s0219633611006451 ◽

2011 ◽

Vol 10 (03) ◽

pp. 297-307

Author(s):

SINAN AKPINAR ◽

TUNAY TURMUS ◽

SEDA SURUCU

Keyword(s):

Wave Packet ◽

Cross Sections ◽

Quantum Dynamics ◽

Total Angular Momentum ◽

Collision Energy ◽

Energy Surface ◽

Transition Probabilities ◽

Three Dimensional ◽

Quantum Wave ◽

Inelastic Reaction

In this paper, we report the results of three dimensional time dependent quantum wave packet calculations carried out for He+Li2 inelastic reaction in the collision energy range 0.43–1.18 eV. A three dimensional potential energy surface (PES) computed by Varandas was used for the dynamical calculations.1 The state to state and state to all transition probabilities for total angular momentum J = 0 have been calculated in a broad range of collision energies. Integral cross-sections and rate constants have been calculated from the wave packet transition probabilities by means of J-shifting approximation based on a capture model and a uniform J-shifting method for J > 0.

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Seismic Response and Analysis of RCC Block Shear Wall in Assymetric Building Using ETABS

International Journal of Engineering & Technology ◽

10.14419/ijet.v7i3.10.15639 ◽

2018 ◽

Vol 7 (3.10) ◽

pp. 98

Author(s):

T Subramani ◽

D Ananthi

Keyword(s):

Dynamic Loading ◽

Shear Wall ◽

Structural Deformation ◽

Response Characteristics ◽

Block Shear ◽

Seismic Force ◽

Inelastic Reaction ◽

The Look ◽

The Individual ◽

The Impact

Shear wall is the structural member which with stand the horizontal or lateral forces. The structures are subjected to dynamic loading which have an effect on in general. Our proposed plan is to save you the structural deformation because of dynamic loading. While partitions are situated in tremendous positions in a constructing, they may be very efficient in resisting lateral masses originating from wind or earthquakes. This paper provides designated analyses of experimental and analytical has accomplished end result has generated. Our undertaking focuses on reading the impact of twist, as a system-stage impact, on the displacement and strength demands of the building’s separate seismic force resisting system (SFRS) wall components. The look at evaluates the individual wall contributions to the overall building response characteristics within both the elastic and the inelastic reaction phases.

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