The master‘s thesis is focused on a proposal for conversion of a vehicle manual gearbox to increase its load capacity and effectiveness for use in a racing car. The thesis contains a universal applicable methodology of conversion and implementation to the real gearbox.

Durch das Forschungszentrum Rossendorf wurde in den Jahren 1996-1998 ein eigenes Strahlrohr fuer Experimente mit Synchrotronstrahlung an der ESRF (European Synchrotron Radioation Facility) in Grenoble/Frankreich aufgebaut. Das Strahlrohr verfuegt ueber zwei alternativ nutzbare Messplaetze fuer die Untersuchung von radioaktiven Proben mittels Roentgenabsorptionsspektroskopie und fuer Materialstrukturuntersuchungen mit Roentgendiffraktion. Der Bericht konzentriert sich auf die Arbeiten, die fuer die Steuerung der Optik und die Nutzung der Messplaetze hinsichtlich der Elektronik, Rechentechnik und Software erforderlich waren. Nach einer Beschreibung der Randbedingungen und einer Kurzcharakteristik der geraetetechnischen Basis werden wichtige Hardwarekomponenten fuer die Instrumentierung der Systeme vorgestellt. Die rechentechnische Basis wird anschliessend beschrieben. Die angewendeten Software-Grundprinzipien werden erlaeutert und diskutiert sowie an einigen Applikationen beispielhaft verdeutlicht. Abschliessend werden spezifische Probleme bei der Programmierung von Applikationen mit grafischer Bedienoberflaeche in Verbindung mit Geraetezugriffen behandelt. Tabellen, in denen die benutzten Hardware-Module und die Softwarekomponenten zusammengestellt sind, ermoeglichen einen Ueberblick ueber das Gesamtsystem. Das Literaturverzeichnis dient als Leitfaden fuer die Detaildokumentationen.

L'utilisation des microcapsules fabriquées à partir de matériaux respectueux de l'environnement pour des applications textiles médicales a été étudiée et développée fortement au cours des dernières années. Le but de cette thèse est d'élaborer les textiles anti-inflammatoires à base de microcapsules respectueuses de l'environnement, utilisant trois types de matériaux textiles (coton, peco 65/35 et polyester) et cinq niveaux de longueur de boucle (2.81, 2.83, 2.87, 2,96 et 3,05 mm) sur étoffes tricotées à verrouillage de coton (nombre de fils Ne40). Les influences de la concentration en saponine, de la vitesse d'agitation au cours de l'étape d'émulsification et du volume d'éthyle acétate ajouté à la phase aqueuse sur les caractéristiques des microcapsules ont été étudiées. L'étude a également étudié les effets du rapport massique du coton et de la longueur de boucle des étoffes tricotées sur la distribution des microcapsules, la capacité de chargement des microcapsules et la capacité de libération de l'ibuprofène des étoffes tricotées traités par microcapsules. Les microcapsules d'Eudragit RSPO contenant de l'ibuprofène ont été élaborées par la technique d'évaporation de solvant, en utilisant le tensioactif bio-sourcé quillaja saponine et le solvant non halogéné d'éthyle acétate. Les microcapsules obtenues présentaient les formes sphériques avec un diamètre d (0,5) de 21,5 μm, approprié pour les applications textiles. Il a été trouvé que, pour empêcher la déformation des microcapsules pendant la traitement du textile, la séchage doit être effectuée sous vide à 45 ° C. Lorsque le rapport de teneur en fibres de coton dans le tissu augmentait, la distribution des microcapsules était moins régulière, ce qui entraînait un taux de libération plus faible de l'ibuprofène à partir des étoffes tricotées traités aux microcapsules. En outre, lorsque la longueur de la boucle augmente, la capacité de chargement des microcapsules des étoffes tricotées traités augmente, la distribution des microcapsules sur le tissu devient moins régulière et la vitesse de libération de l'ibuprofène des tissus traités aux microcapsules diminue. De plus, l'augmentation de l'extension du étoffes tricotées a favorisé la libération d'ibuprofène à partir des étoffes tricotées traités par les microcapsules à travers la peau de porc / The use of the microcapsules made from eco-friendly materials for medical textile applications has been researched and developed strongly in recent years. The aim of this thesis is to elaborate the anti-inflammatory textiles basing on eco-friendly microcapsules,using three kinds of textile materials (cotton, peco 65/35 and polyester)and five levels of the loop length (2.81, 2.83, 2.87, 2.96 and 3.05 mm) on the cotton interlock knitted fabrics (yarn count Ne40). The influences of the saponin concentration, the stirring rate during the emulsification step and the volume of ethyl acetate added to the aqueous phase on the characteristics of the microcapsules were studied. The influence of condition in drying on microcapsule’s morphology was also investigated.The thesis also researched the effects of cotton mass ratio and loop length of fabric on the microcapsule distribution, the microcapsule loading capability and the release capability of ibuprofen from the microcapsule treated fabrics. The Eudragit RSPO microcapsules containing ibuprofen were successfully elaborated by solvent evaporation technique, using the bio-sourced surfactant quillajasaponin and the non-halogenated solvent ethyl acetate. The obtained microcapsules exhibited the spherical shapes with d(0.5) diameter of 21.5 m, suitable for the textile applications. It was found that in order to keep the microcapsules from deformation during the textile finishing, the drying stage should be carried out in vacuum at 45oC. When the content ratio of cotton fibers in the fabric increased,the microcapsule distribution was less even, resulting in the lower release rate of ibuprofen from the microcapsule-treated fabrics. Besides, when the loop length increased, the microcapsule loading capability of the treated fabrics increased, the microcapsule distribution on the fabric became less even and the release rate of ibuprofen from the microcapsule-treated fabrics decreased. Furthermore, increasing the fabric extension favored the release of ibuprofen from the microcapsule-treated fabrics through the pigskin

Reinforced concrete (RC) structures constitute a significant portion of the building inventory in earthquake-prone regions of the United States. Accurate analysis tools are necessary to allow the quantitative assessment of the performance and safety offered by RC structures. Currently available analytical approaches are not deemed adequate, because they either rely on overly simplified models or are restricted to monotonic loading. The present study is aimed to establish analytical tools for the accurate simulation of RC structures under earthquake loads. The tools are also applicable to the simulation of reinforced masonry (RM) structures. A new material model is formulated for concrete under multiaxial, cyclic loading conditions. An elastoplastic formulation, with a non-associative flow rule to capture compression-dominated response, is combined with a rotating smeared-crack model to capture the damage associated with tensile cracking. The proposed model resolves issues which characterize existing concrete material laws. Specifically, the newly proposed formulation accurately describes the crack opening/closing behavior and the effect of confinement on the strength and ductility under compressive stress states. The model formulation is validated with analyses both at the material level and at the component level. Parametric analyses on RC columns subjected to quasi-static cyclic loading are presented to demonstrate the need to regularize the softening laws due to the spurious mesh size effect and the importance of accounting for the increased ductility in confined concrete. The impact of the shape of the yield surface on the results is also investigated. Subsequently, a three-dimensional analysis framework, based on the explicit finite element method, is presented for the simulation of RC and RM components under cyclic static and dynamic loading. The triaxial constitutive model for concrete is combined with a material model for reinforcing steel which can account for the material hysteretic response and for rupture due to low-cycle fatigue. The reinforcing steel bars are represented with geometrically nonlinear beam elements to explicitly account for buckling of the reinforcement. The strain penetration effect is also accounted for in the models. The modeling scheme is validated with the results of experimental static and dynamic tests on RC columns and RC/RM walls. The analyses are supplemented with a sensitivity study and with calibration guidelines for the proposed modeling scheme. Given the computational cost and complexity of three-dimensional finite element models in the simulation of shear-dominated structures, the development of a conceptually simpler and computationally more efficient method is also pursued. Specifically, the nonlinear truss analogy is employed to capture the response of shear-dominated RC columns and RM walls subjected to cyclic loading. A step-by-step procedure to establish the truss geometry is described. The uniaxial material laws for the concrete and masonry are calibrated to account for the contribution of aggregate interlock resistance across inclined shear cracks. Validation analyses are presented, for quasi-static and dynamic tests on RC columns and RM walls. / Ph. D.

Using the methodological approach of Socio-rhetorical Analysis, this study focuses on understanding the phrase in 1 John 3:8, “the works of the devil,” from the standpoint of the original audience. A comprehensive investigation of this phrase contributes toward theological discourse about the Johannine understanding of the devil/evil and cosmic conflict. By juxtaposing the results of a number of temporarily bounded studies, the meaning of the phrase, “the works of the devil,” is seen in its historical, cultural, and literary context. The literary context of the phrase under investigation involves two pericopes at the center of 1 John: 3:4-10, and 3:11-18, where the author’s cosmic eschatological theology is presented in a chiastic climax. Inner texture analysis of these pericopes reveals complex rhetorical transitions that focus attention on the destruction of the works of the devil. Repetitive-progressive texture charts and discourse analysis of these pericopes uncover the key terms and relationships of these terms, contributing toward an understanding of the meaning of the phrase, “the works of the devil.” Scribal inter-texture analysis compares the use of these terms in other biblical and extra-biblical literature, including an original analysis of 1QS 4:15-25. In short, the works of the devil, according to 1 John and the Gospel of John, supplemented by historical evidence of ancient culture and writings, would have been seen by early Johannine believers as equated with that which leads to death. Examples show that this could be physical death, as in the example of Cain, or of disease, or spiritual death, as in the example of idols which represent unbelief, evil work, false approaches to God, and disobedience to God’s commands. While the devil’s works can be summarized as bringing death—both physical (disease and deformity, social chaos, mental chaos) and spiritual (unbelief, hatred),the Son of God appeared to give life (1 John 4:9). The appearing of the Son of God is seen to result in works and characteristics that are the opposite of those associated with the sin of the devil, thus nullifying or destroying them. / Christian Spirituality Church History and Missiology / D. Litt et Phil. (Biblical Studies)

Este trabalho apresenta desenvolvimentos na modelagem mecânica de estruturas de barras em concreto armado, bem como no acoplamento entre modelos de confiabilidade e otimização do tipo RBDO para obtenção de dimensões ótimas, respeitando os requisitos de segurança especificados em projeto. Quanto à modelagem mecânica via Método dos Elementos Finitos (MEF), além do comportamento não-linear geométrico e dos materiais, foi considerada a contribuição dos mecanismos complementares de resistência ao cisalhamento, dados pelo engrenamento de agregados e efeito de pino das armaduras longitudinais. Além disso, um modelo simplificado que avalia a contribuição da armadura transversal também foi proposto. Foi desenvolvida uma formulação de otimização que deixa a posição da linha neutra livre, ao contrário de formulações existentes. Esta formulação resultou em projetos mais economicos dos que aqueles encontrados na literatura. Na questão do acoplamento de confiabilidade e otimização, foram exploradas melhorias no Método de Superfície de Resposta e no acoplamento direto via Método de Confiabilidade de Primeira Ordem e Técnica dos Gradientes Numéricos. Estas resultaram em maior precisão dos resultados e aumento na velocidade de convergência. Os modelos mecânicos, incluindo análise não-linear e mecanismos complementares, a formulação de otimização e as técnicas de confiabilidade foram implementados em um programa computacional para dimensionamento ótimo de elementos em concreto armado. O programa foi utilizado na resolução de vários problemas-exemplo. Verificou-se que a consideração dos mecanismos complementares de resistência ao cisalhamento produziram acréscimo na carga última, quando comparadas com as respostas sem tais efeitos. Verificou-se também que os mesmos mecanismos produziram um aumento, até mais significativo, nos índices de confiabilidade obtidos. As dimensões ótimas de elementos estruturais também foram comparadas, considerando-se modelos lineares e não-lineares dos materiais. O estudo mostrou que os custos da estrutura otimizada são menores, quando se considera os efeitos de comportamento não-linear dos materiais. / This work presents some developments in the mechanical modeling of reinforced concrete bar structures, as well in the coupling of reliability and RBDO optimization models, with the purpose of obtaining optimal dimensions considering the safety requirements specified in design. As for the mechanical modeling via Finite Element Method (FEM), in addition to geometrical and material nonlinear behaviors, the contribution of shear resistance complementary mechanisms (aggregate interlock and dowel action of longitudinal reinforcement) was taken into account. Moreover, a simplified model that evaluates the contribution of shear reinforcement was also proposed. In an improvement of existing formulations, an optimization scheme was developed which leaves the position of the neutral axis free. This improvement resulted in more economical cross-sections, than those found in the literature. With respect to the coupling of reliability and optimization methods, improvements were sought in the Response Surface Method and in the direct coupling via First Order Reliability and Numerical Gradients methods. These improvements resulted in greater precision and in increased convergence speed. The mechanical models, including non linear effects and complementary mechanisms , the optimization and reliability formulations were implemented in a computational code for the optimum design of reinforced concrete structures. The program was used to solve a number of example problems. It was found that the complementary mechanisms resulted in an increase of ultimate loads, when compared to the response obtained without these effects. These mechanisms also resulted in an even greater increase of the elements reliability. Optimal dimensions of the structural elements were also compared, considering linear and non-linear material models. The cost of the optimum structure was found to be smaller when non linear effects are taken into account.

Using the methodological approach of Socio-rhetorical Analysis, this study focuses on understanding the phrase in 1 John 3:8, “the works of the devil,” from the standpoint of the original audience. A comprehensive investigation of this phrase contributes toward theological discourse about the Johannine understanding of the devil/evil and cosmic conflict. By juxtaposing the results of a number of temporarily bounded studies, the meaning of the phrase, “the works of the devil,” is seen in its historical, cultural, and literary context. The literary context of the phrase under investigation involves two pericopes at the center of 1 John: 3:4-10, and 3:11-18, where the author’s cosmic eschatological theology is presented in a chiastic climax. Inner texture analysis of these pericopes reveals complex rhetorical transitions that focus attention on the destruction of the works of the devil. Repetitive-progressive texture charts and discourse analysis of these pericopes uncover the key terms and relationships of these terms, contributing toward an understanding of the meaning of the phrase, “the works of the devil.” Scribal inter-texture analysis compares the use of these terms in other biblical and extra-biblical literature, including an original analysis of 1QS 4:15-25. In short, the works of the devil, according to 1 John and the Gospel of John, supplemented by historical evidence of ancient culture and writings, would have been seen by early Johannine believers as equated with that which leads to death. Examples show that this could be physical death, as in the example of Cain, or of disease, or spiritual death, as in the example of idols which represent unbelief, evil work, false approaches to God, and disobedience to God’s commands. While the devil’s works can be summarized as bringing death—both physical (disease and deformity, social chaos, mental chaos) and spiritual (unbelief, hatred),the Son of God appeared to give life (1 John 4:9). The appearing of the Son of God is seen to result in works and characteristics that are the opposite of those associated with the sin of the devil, thus nullifying or destroying them. / Christian Spirituality Church History and Missiology / D. Litt et Phil. (Biblical Studies)

Este trabalho apresenta desenvolvimentos na modelagem mecânica de estruturas de barras em concreto armado, bem como no acoplamento entre modelos de confiabilidade e otimização do tipo RBDO para obtenção de dimensões ótimas, respeitando os requisitos de segurança especificados em projeto. Quanto à modelagem mecânica via Método dos Elementos Finitos (MEF), além do comportamento não-linear geométrico e dos materiais, foi considerada a contribuição dos mecanismos complementares de resistência ao cisalhamento, dados pelo engrenamento de agregados e efeito de pino das armaduras longitudinais. Além disso, um modelo simplificado que avalia a contribuição da armadura transversal também foi proposto. Foi desenvolvida uma formulação de otimização que deixa a posição da linha neutra livre, ao contrário de formulações existentes. Esta formulação resultou em projetos mais economicos dos que aqueles encontrados na literatura. Na questão do acoplamento de confiabilidade e otimização, foram exploradas melhorias no Método de Superfície de Resposta e no acoplamento direto via Método de Confiabilidade de Primeira Ordem e Técnica dos Gradientes Numéricos. Estas resultaram em maior precisão dos resultados e aumento na velocidade de convergência. Os modelos mecânicos, incluindo análise não-linear e mecanismos complementares, a formulação de otimização e as técnicas de confiabilidade foram implementados em um programa computacional para dimensionamento ótimo de elementos em concreto armado. O programa foi utilizado na resolução de vários problemas-exemplo. Verificou-se que a consideração dos mecanismos complementares de resistência ao cisalhamento produziram acréscimo na carga última, quando comparadas com as respostas sem tais efeitos. Verificou-se também que os mesmos mecanismos produziram um aumento, até mais significativo, nos índices de confiabilidade obtidos. As dimensões ótimas de elementos estruturais também foram comparadas, considerando-se modelos lineares e não-lineares dos materiais. O estudo mostrou que os custos da estrutura otimizada são menores, quando se considera os efeitos de comportamento não-linear dos materiais. / This work presents some developments in the mechanical modeling of reinforced concrete bar structures, as well in the coupling of reliability and RBDO optimization models, with the purpose of obtaining optimal dimensions considering the safety requirements specified in design. As for the mechanical modeling via Finite Element Method (FEM), in addition to geometrical and material nonlinear behaviors, the contribution of shear resistance complementary mechanisms (aggregate interlock and dowel action of longitudinal reinforcement) was taken into account. Moreover, a simplified model that evaluates the contribution of shear reinforcement was also proposed. In an improvement of existing formulations, an optimization scheme was developed which leaves the position of the neutral axis free. This improvement resulted in more economical cross-sections, than those found in the literature. With respect to the coupling of reliability and optimization methods, improvements were sought in the Response Surface Method and in the direct coupling via First Order Reliability and Numerical Gradients methods. These improvements resulted in greater precision and in increased convergence speed. The mechanical models, including non linear effects and complementary mechanisms , the optimization and reliability formulations were implemented in a computational code for the optimum design of reinforced concrete structures. The program was used to solve a number of example problems. It was found that the complementary mechanisms resulted in an increase of ultimate loads, when compared to the response obtained without these effects. These mechanisms also resulted in an even greater increase of the elements reliability. Optimal dimensions of the structural elements were also compared, considering linear and non-linear material models. The cost of the optimum structure was found to be smaller when non linear effects are taken into account.

Recently, corporate scandals rocked the South African financial landscape, prompting the re-examination of existing corporate governance practices and renewed scrutiny of corporate governance institutions and mechanisms. One of these practices, a phenomenon called “director interlock”, was scrutinised in this study. A quantitative and inductive approach was used in this research to scrutinise companies listed on the Johannesburg Stock Exchange, as well as the directors who served on their boards during the periods researched, namely, 2010 and 2016, with the purpose of considering the consequences of director interlock in a South African context. Appropriate sources on corporate governance, director interlock and network analysis were accessed. Social network analysis was applied to analyse and map the extent, nature and structural dynamics of director interlock statistically in all South African listed companies in respect of 2010 and 2016 with a view to considering the causes and consequences of identified changes between 2010 and 2016, and possible implications of those changes for corporate governance in South Africa. Both periods occurred shortly after times of financial turmoil or contracting economic growth, where, in line with global trends, financial consolidation and a possible decline in economic activity and board sizes of companies would be expected. The concept of centrality, comprising three components, was used in the statistical social network analysis. These components were degree centrality, which is an indicator of the number of connections and the degree of activity of a company or a director, closeness centrality, which is an indicator of the closeness of a company or a director to other companies or directors within a network and the number of steps from that company or director to other companies and directors in the network, and betweenness centrality, which is a measure of the centrality of a company or a director and the extent to which the company or the director acts as a bridge between and connects with other well-connected companies and directors in the network. The following striking findings emerged from this research: a massive increase in the average board size between 2010 and 2016, a resultant increase in the density of networks between 2010 and 2016, and an apparent shift away from the dominance of mining houses described in earlier studies to financial services companies in 2010 and retail companies in 2016. In the literature review the existence of a global elite in the structure of company boards was pointed out, and the question was asked whether there is any evidence of the existence of a similar elite in South Africa and, if so, whether there have been any changes in the makeup, characteristics or nature of such an elite from 2010 to 2016. Further, the question was asked whether any changes can be observed regarding the central actors of company boards in the local economic power network. The research results indicate that iii there was an apparent reversal of transformational gains towards the re-establishment of white male dominance in the ultra-elite echelons of directors in the South African network by 2016. In the absence of conclusive evidence emanating from this research, the value of director interlock is still hotly debated. Is the practice of director interlock beneficial or damaging to corporations and the wider economic landscape, or could it be both beneficial and damaging? This study provides conclusive evidence that the value of interlock depends on the way in which it is applied, taking into account how the causes, consequences and dynamics of director interlock are manifested in individual companies. While evidence suggests that director interlock, if applied correctly, can be beneficial, the recent Steinhoff debacle was used to illustrate that it can also be detrimental, depending on how it is applied. This study emphasised the value of social network theory, resource-dependence theory, agency theory, small-world theory and power dynamics, specifically in research into corporate governance and related fields of study. This research undoubtedly contributes to the body of knowledge on corporate governance in general and the structure and functioning of company boards, inclusive of director interlock, in particular. The guidelines that emerged from this study could be used to identify board structures and strategically positioned directorship candidates for board appointments and to avoid potentially destructive patterns that may even lead to corporate failure. / Maduzane nje, kuvele amahlazo ezinkampani ezinkulu zezezimali eNingizimu Afrika, lokhu okwenze ukuthi kuhlolwe kabusha inqubo nenkambiso yamanje yolawulo lwezinkanpani ezinkulu, kanti futhi lokhu kwavuselela ukuhlaziywa kwezikhungo zezolawulo lwezinkampani ezinkulu kanye nezindlela zokwenza lokhu. Enye yalezi zinkambiso, ukuhlala nokungenelelana kwabantu kumabhodi ezinkampani ezehlukene okuyinto ebizwa ngokuthi yi-"director interlock" iye yahlolisiswa kulolu cwaningo. Kusetshenziswe inqubo ye-quantitative ne-inductive kulolu cwaningo ukuhlolisisa izinkampani ezifakelwe kuhla lwe-Johannesburg Stock Exchange, kanye nodayirektha abakumabhodi azo ngesikhathi sokwenziwa kocwaningo, okusho ukusukela ngo 2010 ukuya kua 2016, ngenhloso yokubhekisisa imiphumela yenqubo yodayirektha abahlala kumabhodi amaningi ehlukene i-director interlock kwisimo seNingizimu Afrika. Kuye kwatholwa imithombo yolawulo iv lwezinkampani, inqubo ye-director interlock kanye nokuhlaziya ukuxhumana okwaziwa njenge-network analysis. Uhlaziyo lwama-network okuxhumana kwabantu kwe-social network analysis kwasetshenziswa ukuhlaziya kanye nokubheka ukujula nokwenza imephu yenhlobo kanye nobudlelwane bezakhiwo kunqubo ye-director interlock, namastatistiki kuzo zonke izinkampani ezifakelwe kuhla zaseNingizimu Afrika ngesikhathi esiphakathi kuka 2010 no 2016 ngenhloso yokubheka izimbangela kanye nemiphumela yezinguquko ezibhekiwe phakathi kuka 2010 no 2016, kanye nemphumela yalezi zinguquko kwinqubo yolawula lwezinkampani eNingizimu Afrika. Zombili izinkathi zenzeke maduzane ngemuva kweziyaluyalu zezezimali nokuncipha kwesimo somnotho, laphokhona, ngokuhambisana nobekwenzeka kuwo wonke umhlaba, kuye kwaba nokuqoqana kwesimo sezezimali kanye nokwehla kwezimo zomnotho kanye nosayizi bamabhodi ezinkampani okwakulindelwe. Umqondo wokuqoqela ndawonye, onemikhakha emithathu, wasetshenziswa ekuhlaziyweni kwamastatistiki okuxhumana kwabantu okwaziwa nge-statistical social network analysis. Le mikhakha kwakuyizinga lokuqoqana ndawonye okwaziwa nge-degree of centrality, okuyinkomba yamanani okuxhumana kwezinto kanye namazinga emisebenzi yenkanpani noma udayirektha, ukusondelana qokuqoqana ndawonye okwaziwa ngokuthi yi-closeness centrality, okuyinkamba yokusondelana kwenkampani noma udayirektha nezinye izinkampani noma abanye odayirektha kwi-network, kanye nenani lezinyathelo kuleyo nkampani noma udayirekha kwezinye izinkampani kanye nabanye odayirektha kwi-network, kanye nanokuxhumana phakathi kwabo, okuyisikali sokuxhumana kwenkampani noma udayirektha, nezinga lendlela inkampani noma udayirekha athatha ngalo izinyathelo njengomxhumanisi phakathi kokuxhumana nezinye izinkampani kanye nabanye odayirektha kwi-network. Imiphumela eyisimanga etholakele ngalolu cwaningo: kuye kwaba nokwenyuka kakhulu kosayizi bamabhodi esikhathini esiphakathi kuka 2010 no 2016, lokhu okubangele ukwenyuka kokujula kwama-network phakathi kuka 2010 no 2016, kanye nokugudluka ukusukela kubukhulu bezimayini ukuya kwizinkampani zezezimali ngo 2010 kanye nezinkampani zama-retail ngonyaka ka 2016. Ekubuyekezweni kwemibhalo ubukhona bama-elite kumhlaba wonkana kwizakhiwo zamabhodi kuye kwabona, kanti umbuzo owabuzwa ukuthi ngabe bukhona ubufakazi bobukhona bama-elite efanayo eNingizimu Afrika, uma kunjalo, ngabe kube khona ushintsho ngendlela ahleleke ngayo, ubunjalo noma inhlobo yalawo ma-elite ukusukela ngo 2010 ukuya ku 2016. Omunye umbuzo, owabuzwa, wukuthi ngabe noma yiziphi izinguquko ziyabonakala yini mayelana nababambiqhaza ababalulekile kumabhodi ezinkampani kuma-network anamandla kwezomnotho. Imiphumela yocwaningo ikhombisa ukuthi kwabanokuhlehla ngokuzuziwe kwezezinguquko, kwabuyelwa emuva ekubuseni kakhulu kwabesilisa abamhlophe v kwimikhakha ephezulu yama-elite odayirektha kuma-network aseNingizimu Afrika ngo 2016. Ngokusweleka kobufakazi obuphethakele obuvela kulolu cwaningo, ukubaluleka kwe-director interlock kusaxoxwa ngakho kakhulu. Ngabe i-director intelock inenzuzo noma ilimaza izinkampani kanye nesimo somnotho ngokunabile, noma kungenzeka ukuthi kwenzeka kokubili, ukubanenzuzo kanye nokulimaza? Lolu cwaningo luhlinzeka ngobufakazi obuphelele bokuthi ukubaluleka kwe-director interlock kuncike kwindlela okusetshenziswa ngayo, ngokubonelela izimbangela, imiphumela emibi kanye nama-dynamic endlela i-directoer interlock ebonakala nokuvela ngayo ezinkampanini ezehlukene. Ngisho noma ubufakazi bukhombisa ukuthi i-director intelock, uma isetshenziswa kahle, ingaba yinzuzo, kodwa ihlazo lamaduzane le-Steinhoff lisetshenziswe ukukhombisa ukuthi, lokhu kungaba ngokulimazayo, kuncike ngokuthi kusetshenziswa kanjani. Lolu cwaningo lukhombise ukubaluleka kwe-social network theory (ithiyori yobudlelwane bokuxhumana kanye nokwabelana ngolwazi), i-resource-dependence theory (ithiyori yokuthi ngabe imithombo yosizo yangaphandle ichapha0zela kanjani ukuziphatha kwenhlangano), i-agency theory (ithiyori yobudlelwane phakathi kwama-ejenti kanye nabaphathi), small-world theory (ithiyori yokuxhumana kwabantu bexhunyaniswa ngabanye noma eminye imikhakha yabaxhumanisi) kanye nama-power dynamic (ndlela amandla umuntu anawo nokuba nomthelela kwabanye abantu nokuchaphazela ubudlelwane babo), ikakhulukazi kucwaningo ngokulawulwa kwezinkampani ezinkulu kanye nemikhakha ehambelanayo yocwaningo. Ngaphandle kokungabaza, lolu cwaningo lunomthelela kwingqikthi yolwazi ngezolawulo lwezinkampani ezinkulu ngokunabile kanye nezakhiwo nokusebenza kwamabhodi ezinkampani, okubandakanya ukukungenelelana kodayirektha kwamanye amabhodi ezinye izinkampani, ikakhulukazi. Imikhombandlela evelile kulolu cwaningo ingasetshenziswa ukuphawula izakhiwo zamabhodi, kanye nobudayirektha obusemkhakheni ethize, ngokuqokwa kwamabhodi ukugwema ukuba namaphatheni anemiphumela emibi, engaholela nasekwehlulekeni kwezinkampani ezinkulu. Amagama abalulekile: Inqubo yebhodi, ukuchaphazelana kobudlelwane nemithelela kumabhodi, ukuhleleka ngezinhlobo kwamabhodi, ukungenelelana kwabantu kumabhodi ezinkampani ezehlukene, ubudlelwane phakathi kwabantu abakumabhodi ehlukene, i-isomorphism, i-social network analysis (SNA), ama-network obudlelwane babantu, ubudlelwane babantu, i-social network analysis software, i-statistical analysis system (SAS / Malobanyana, mahlabišadihlong a koporase a wetše tikologo ya ditšhelete ya Afrika Borwa, yeo e hlohleletšago go sekwasekwa leboelela ga ditlwaedi tša pušo ya dikgwebo le nyakišišo ye e mpshafaditšweng ya mekgwa ya diinstitšhušene tša pušo ya koporase. Se sengwe sa ditlwaedi tše, ke ponagalo ya go bitšwa “tlhatlaganyo ya molaodi”, mahlabišadihlong a nyakišišitšwe ka nyakišišong ye. Mokgwa wa khwalithethifi le taelo o šomišitšwe ka gare ga nyakišišo ye go nyakišiša dikhamphani tše di ngwadilwego lenaneong la Johannesburg Stock Exchange, le balaodi bao ba šomilego dibotong tša yona dinakong tše di nyakišišitšwego, e lego 2010 le 2016, ka morero wa go šetša ditlamorago tša tlhatlaganyo ya molaodi mo maemong a Afrika Borwa. Methopo ya maleba mabapi le pušo ya koporase, tlhatlaganyo ya molaodi le tshekatsheko di fihleletšwe. Tshekatsheko ya neteweke ya leago e dirišitšwe go sekaseka le go beakanya bogomo, tlhago le diphetogo tša sebopego tša tlhatlaganyo ya molaodi ka dipalopalo ka gare ga dikhamphani tša Afrika Borwa ka moka tše di ngwadilwego lenaneong mabapi le 2010 le 2016 ka kgopolo ya go ela hloko ditlholo le ditlamorago tša diphetogo tše di hlaotšwego gare ga 2010 le 2016, le dikhuetšo tše di kgonegang tša diphetogo tšeo tša pušo ya koporase ka Afrika Borwa. Dinako ka bobedi di diragetše kgauswinyana morago ga dinako tša mathata a ditšhelete goba kgolo ya ikonomi ye e phuhlamago, fao, ka go sepetšana le mekgwa ya lefase ka bophara, kopantšho ya ditšhelete le kgonagalo ya phokotšego ya ditiro tša ikonomi le bogolo bja diboto tša dikhamphani di tla letelwa. Kgopolo ya bogare, ya go bopša ka dikarolo tše tharo, e šomišitšwe ka tshekatshekong ya neteweke ya leago ya dipalopalo. Dikarolo tše e be e le bogare bja bogolo, tšeo e lego taetšo ya palo ya dikgokagano le bogolo bja tiro ya khamphani goba molaodi go dikhamphani tše dingwe ka gare ga neteweke, le bogare bja kelo, tšeo e lego kelo ya bogare bja khamphani goba molaodi le bokgole bjoo khamphani goba molaodi a šoma bjalo ka leporogo mo gare le go kgokagana le dikhamphani tše dingwe tše di nago le kgokagano ye botse le balaodi ka gare ga neteweke. Dikutullo tše di latelago tša go goga šedi di tšweletše go tšwa nyakišišong ye: koketšego ye kgolokgolo ya bogolo bja boto bja palo gare ga 2010 le 2016, koketšego ye e hlotšwego ka pitlaganong ya dineteweke gare ga 2010 le 2016, le tšhutišo ya go hlaka go tšwa go taolo ya dintlo tša moepo tše di hlalositšwego ka dinyakišišong tša pele go dikhamphani tša ditirelo tša ditšhelete ka 2010 le dikhamphani tša retheile ka 2016. Ka tshekatshekong ya dingwalo go ba gona ga bahuetši ba lefase ka sebopegong sa diboto tša khamphani di laeditšwe, gomme potšišo e botšišitšwe ge eba go na le bohlatse bofe goba bofe bja bahuetši ba go swana ka Afrika Borwa gomme, ge go le bjalo, ge eba go bile le diphetogo dife goba dife ka gare ga popego, dipharologantšho goba tlhago ya bahuetši ye vii bjalo go tloga ka 2010 go fihla ka 2016. Gape, potšišo e botšišitšwe ge eba diphetogo dife goba dife di ka bonwa mabapi le diketapele tša diboto tša khamphani ka netewekeng ya maatla a ikonomi ya tikologo. Dipoelo tša dinyakišišo di laetša gore go be go na le poelomorago ye e hlakileng ya dipoelo tša phetošo go ya go tlhomo leswa ya taolo ya banna ba bathobašweu ka gare ga maemo a go feta tekanyo a bahuetši a balaodi ka netewekeng ya Afrika Borwa 2016. Ka go hlokega ga bohlatse bja mafelelo bja go tšwa nyakišišong ye, boleng bja tlhatlaganyo ya molaodi bo sa ntše bo ngangišanwa kudu. Setlwaedi sa tlhatlaganyo ya molaodi se na le mohola goba se senya dikoporase le ponagalo ya ikonomi ye e nabilego, goba se ka ba bobedi sa mohola le go senya? Nyakišišo ye e fa bohlatse bja mafelelo bja gore boleng bja tlhatlaganyo bo laolwa ke tsela yeo bo šomišwago ka yona, go akaretšwa ka fao ditlholo, ditlamorago le diphetogo tša tlhatlaganyo ya molaodi di bago gona khamphaning e tee ka e tee. Mola bohlatse bo šišinya gore tlhatlaganyo ya molaodi, ge e šomišitšwe ka nepagalo, e ka ba le mohola, bothata bja malobanyana bja Steinhoff bo šomišetšwe go laetša gore gape bo ka ba kotsi, go ya ka fao bo šomišitšwego. Nyakišišo ye e gatelela boleng bja teori ya neteweke ya leago, teori ya boikanyo bja methopo, teori ya etšentshi, teori ya lefase le lenyane le diphetogo tša maatla, gagolo ka dinyakišišong tša pušo ya koporase le makala ao a amegago a nyakišišo. Nyakišišo ye ntle le pelaelo e kgathatema go tsebo ya mmele go pušo ya koporase ka kakaretšo le sebopego le go šoma ga diboto tša khamphani, go akaretšwa tlhatlaganyo ya molaodi, gagolo. Melawana ya tshepedišo ye e tšweletšeng go tšwa nyakišišong ye a ka no šomišwa go hlaola dibopego tša boto le bonkgetheng ba bolaodi ba go beelwa go thwalwa ga boto ka maikemišetšo le go efoga diphethene tše di nago le kgonagalo ya go senya tšeo gape di kago iša go palelwa go koporase / Business Management / D. B. L.