scholarly journals Neuropsychological Approach to the Problem of Aggressive Manifestations of Personality

2021 ◽  
Vol 12 (3) ◽  
pp. 11-24
Author(s):  
Inna Chukhrii ◽  
Anna Zaplatynska ◽  
Tetiana Komar ◽  
Yuliia Melnyk ◽  
Nina Liesnichenko ◽  
...  
Keyword(s):  
Theoretical Analysis ◽  
Aggressive Behavior ◽  
Personality Disorders ◽  
Brain Dysfunction ◽  
Social Conditions ◽  
Personal Factors ◽  
Aggressive Reaction ◽  
Normal Personality

The article presents a neuropsychological analysis of aggressive manifestations of normal personality and aggression of persons with brain dysfunction. Theoretical analysis of foreign and domestic works on neuropsychological correction of aggressive behavior is carried out. The neuropsychological program on correctional and prophylactic work for persons with affective-personal disorders is offered, considering the peculiarities of determination of aggressive manifestations of personality. The essence of the concept of "aggression" is specified. The types and functions of aggression of personality of different nature are considered: positive, ambivalent, negative. The neuropsychological causes of aggression in connection with the conditionality of aggression by situational and individual and psychological personal factors according to the scheme "personality - aggressive reaction - situation - neuropsychological factor" are clarified. The multifactorial (combination of neuropsychological and social conditions of a formation of aggression) genesis of aggressive behavior in personality disorders, the basis of which is the destructive level of anxiety, which originates from childhood, is analyzed. The integration of neuropsychological and socio-psychological approaches to the study of the problem of aggression is presented.

Toward Fast Determination of Protein Stability Maps: Experimental and Theoretical Analysis of Mutants of a Nocardiopsis prasina Serine Protease

Biochemistry ◽  
2012 ◽  
Vol 51 (26) ◽  
pp. 5339-5347 ◽  
Author(s):  
Damien Farrell ◽  
Helen Webb ◽  
Michael A. Johnston ◽  
Thomas A. Poulsen ◽  
Fergal O’Meara ◽  
...  
Keyword(s):  
Theoretical Analysis ◽  
Protein Stability ◽  
Serine Protease ◽  
Fast Determination ◽  
Stability Maps

The Sequence of the Phase Growth during Diffusion in Ti-Based Systems

2019 ◽  
Vol 38 (2019) ◽  
pp. 151-157 ◽  
Author(s):  
Bartek Wierzba ◽  
Wojciech J. Nowak ◽  
Daria Serafin
Keyword(s):  
Theoretical Analysis ◽  
Entropy Production ◽  
Diffusion Coefficients ◽  
Intermetallic Phase ◽  
Intermetallic Phases ◽  
Diffusion Couples ◽  
Intrinsic Diffusion ◽  
Phase Growth ◽  
Diffusion Paths

AbstractThe interdiffusion in Ti-based alloys was studied. It was shown that during diffusion at 1,123 K formation of four intermetallic phases occurs. The diffusion paths for six different diffusion couples were determined. Moreover, the entropy production was calculated – the approximation used for determination of the sequence of intermetallic phase formation. In theoretical analysis, the intrinsic diffusion coefficients were determined from the modified Wagner method.

Dynamic analysis of two dimensional simply supported orthotropic bridge decks

1978 ◽  
Vol 5 (1) ◽  
pp. 58-69 ◽  
Author(s):  
G. G. Kulkarni ◽  
S. F. Ng
Keyword(s):  
Theoretical Analysis ◽  
Forced Vibration ◽  
Vibration Analysis ◽  
Bridge Decks ◽  
Two Dimensional ◽  
Amplification Factors ◽  
Simply Supported ◽  
Forced Vibration Analysis ◽  
Critical Sections

Forced vibration analysis of two dimensional bridge deck structures involves complex mathematical procedures and therefore analysis is often based on beam idealization of equivalent plates. This simplification yields close agreement only for long span bridges where plate action is relatively insignificant. However, such a concept of beam idealization cannot be successfully utilized in the case of short span bridges where plate action is predominant and where the determination of the distribution of dynamic deflections and amplification factors at critical sections of such plates is of prime concern. The principal objective of the present investigation is the forced vibration analysis of longitudinally stiffened, simply supported orthotropic bridge decks utilizing a new concept of interconnected beam idealization. The theoretical analysis deals with determination of amplification factors and dynamic deflections along critical sections of the plate treated as a series of interconnected beams. The aspect ratios of the plates under investigation as series of interconnected beams are designed to cover a wide range of plate to beam transition. The theoretical analysis is supplemented by an extensive experimental programme.In conclusion, it is seen that this concept of interconnected beam idealization not only takes into account the plate action of the deck structure but also reduces greatly the complexity of mathematical formulation. A good comparison between the theoretical and the experimental results indicates that this concept can be used to advantage for analysis and, within certain limitations, for design purposes.

Effects of social conditions during adolescence on courtship and aggressive behavior are not abolished by adult social experience

2014 ◽  
Vol 57 (1) ◽  
pp. 73-82 ◽  
Author(s):  
Tim Ruploh ◽  
Miriam Henning ◽  
Hans-Joachim Bischof ◽  
Nikolaus von Engelhardt
Keyword(s):  
Aggressive Behavior ◽  
Social Experience ◽  
Social Conditions

scholarly journals A theoretical analysis and determination of the technical requirements for a Bragg diffraction-based cold atom interferometry gravimeter

Optik ◽  
2017 ◽  
Vol 131 ◽  
pp. 632-639 ◽  
Author(s):  
Qingqing Hu ◽  
Jun Yang ◽  
Yukun Luo ◽  
Aiai Jia ◽  
Chunhua Wei ◽  
...  
Keyword(s):  
Theoretical Analysis ◽  
Cold Atom ◽  
Atom Interferometry ◽  
Bragg Diffraction ◽  
Technical Requirements

STABILITY PROBLEMS OF STEEL‐CONCRETE MEMBERS COMPOSED OF HIGH‐STRENGTH MATERIALS

2010 ◽  
Vol 16 (3) ◽  
pp. 352-362 ◽  
Author(s):  
Zdeněk Kala ◽  
Libor Puklický ◽  
Abayomi Omishore ◽  
Marcela Karmazínová ◽  
Jindřich Melcher
Keyword(s):  
Theoretical Analysis ◽  
Experimental Research ◽  
Carrying Capacity ◽  
High Strength ◽  
Statistical Characteristics ◽  
Load Carrying Capacity ◽  
Limit States ◽  
Load Carrying ◽  
Geometrical Imperfections

The presented paper deals with the stochastic analysis of the ultimate limit states of steel‐concrete building members. The load carrying capacity of steel‐concrete columns, comprising of steel profiles encased in high strength concrete, in compression is analyzed. The first part of the paper lists assumptions for the determination of the theoretical load carrying capacity of the column. Principles of elasticity and plasticity are used to determine stresses in the concrete and steel sections. Statistical characteristics of input material and geometrical imperfections are listed. Results of the theoretical analysis are then compared with results of experimental research. Statistical characteristics of obtained results of the theoretical analysis were verified using statistical characteristics obtained from experimental research. Numerical simulation LHS and Monte Carlo methods, which take into account the influences of variability of input imperfections, were employed. The influence of the utilization of the plastic reserve in the determination of the load carrying capacity of the analysed strut is shown. The influence of the initial geometric imperfections of initial strut curvature on the load carrying capacity is also presented. Santrauka Straipsnyje pateikta plienbetonio pastatu elementu didžiausiu ribiniu būkliu stochastine analize, analizuojama plienbetonio kolonu, sudarytu iš plieniniu profiliuočiu, padengtu didelio stiprio betonu, laikomoji galia gniuždant. Pirmoje straipsnio dalyje išvardytos kolonos teorines laikomosios galios nustatymo prielaidos. Tamprumo ir plastiškumo principai taikyti itempiams betono ir plieno skerspjūviuose nustatyti. Nustatytos medžiagu ir geometriniu defektu statistines charakteristikos, teorines analizes rezultatai palyginti su eksperimentiniu tyrimu rezultatais. Teorines analizes metu gautu rezultatu statistines charakteristikos patikrintos taikant iš eksperimentiniu tyrimu gautus statistinius rodiklius. Pritaikytas skaitinis modeliavimas LHS ir Monte Karlo metodais, kurie ivertina pradiniu defektu kintamumo itaka. Parodyta plastiškumo atsargos naudojimo itaka, nustatant analizuojamojo statramsčio laikomaja galia, pateikta pradinio statramsčio išlinkio pirminiu geometriniu defektu itaka laikomajai galiai.

“Try To Be A Man”: The Rabbinic Construction Of Masculinity

1996 ◽  
Vol 89 (1) ◽  
pp. 19-40 ◽  
Author(s):  
Michael L. Satlow
Keyword(s):  
Aggressive Behavior ◽  
Male Genitalia ◽  
Male Resident ◽  
The Common ◽  
Cultural Constructions

What does it mean “to be a man”? Whereas in most societies at most times the determination of “maleness” is straightforward (does he have male genitalia? what is his chromosomal make-up?), locating the cultural constructions of “manhood” is far more difficult. Many anthropologists have noted that in contrast to models that postulate a common psychology for all men, everywhere, all the time, constructions of manhood are varied and culturally dependent. For example, the highly aggressive behavior necessary for retention of manhood for a male resident of Andalusian Spain can be contrasted to the sanctioned behavior of males of Tahiti. Unifying these diverse constructions of masculinity, however, is the common idea that manhood is an acquired state that males must fight both to attain and maintain. Because manhood is an achieved state, it can never be taken for granted: a male must be constantly proving that he is a man. “[T]he state of being a ‘real man’ or ‘true man’ [is] uncertain or precarious, a prize to be won or wrested through struggle.” Similar constructions of manhood are evident today throughout the circum-Mediterranean.

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