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11	Equações de quarta ordem na modelagem de oscilações de pontes / Fourth order equations modelling oscillations on bridges Ferreira Junior, Vanderley Alves 31 March 2016 (has links) Equações diferenciais de quarta ordem aparecem naturalmente na modelagem de oscilações de estruturas elásticas, como aquelas observadas em pontes pênseis. São considerados dois modelos que descrevem as oscilações no tabuleiro de uma ponte. No modelo unidimensional estudamos blow up em espaço finito de soluções de uma classe de equações diferenciais de quarta ordem. Os resultados apresentados solucionam uma conjectura apresentada em [F. Gazzola and R. Pavani. Wide oscillation finite time blow up for solutions to nonlinear fourth order differential equations. Arch. Ration. Mech. Anal., 207(2):717752, 2013] e implicam a não existência de ondas viajantes com baixa velocidade de propagação em uma viga. No modelo bidimensional analisamos uma equação não local para uma placa longa e fina, suportada nas extremidades menores, livre nas demais e sujeita a protensão. Provamos existência e unicidade de solução fraca e estudamos o seu comportamento assintótico sob amortecimento viscoso. Estudamos ainda a estabilidade de modos simples de oscilação, os quais são classificados como longitudinais ou torcionais. / Fourth order differential equations appear naturally when modeling oscillations in elastic structures such as those observed in suspension bridges. Two models describing oscillations in the roadway of a bridge are considered. In the one-dimensional model we study finite space blow up of solutions for a class of fourth order differential equations. The results answer a conjecture presented in [F. Gazzola and R. Pavani. Wide oscillation finite time blow up for solutions to nonlinear fourth order differential equations. Arch. Ration. Mech. Anal., 207(2):717752, 2013] and imply the nonexistence of beam oscillation given by traveling wave profile with low speed propagation. In the two-dimensional model we analyze a nonlocal equation for a thin narrow prestressed rectangular plate where the two short edges are hinged and the two long edges are free. We prove existence and uniqueness of weak solution and we study its asymptotic behavior under viscous damping. We also study the stability of simple modes of oscillations which are classified as longitudinal or torsional. Asymptotic behaviour Beam equation Blow up em espaço finito Comportamento assintótico Equação da placa com termo não local Equação da viga Equação de Swift-Hohenberg Finite space blow up Nonlocal plate equation Ondas viajantes Swift-Hohenberg equation Travelling waves
12	Equações de quarta ordem na modelagem de oscilações de pontes / Fourth order equations modelling oscillations on bridges Vanderley Alves Ferreira Junior 31 March 2016 (has links) Equações diferenciais de quarta ordem aparecem naturalmente na modelagem de oscilações de estruturas elásticas, como aquelas observadas em pontes pênseis. São considerados dois modelos que descrevem as oscilações no tabuleiro de uma ponte. No modelo unidimensional estudamos blow up em espaço finito de soluções de uma classe de equações diferenciais de quarta ordem. Os resultados apresentados solucionam uma conjectura apresentada em [F. Gazzola and R. Pavani. Wide oscillation finite time blow up for solutions to nonlinear fourth order differential equations. Arch. Ration. Mech. Anal., 207(2):717752, 2013] e implicam a não existência de ondas viajantes com baixa velocidade de propagação em uma viga. No modelo bidimensional analisamos uma equação não local para uma placa longa e fina, suportada nas extremidades menores, livre nas demais e sujeita a protensão. Provamos existência e unicidade de solução fraca e estudamos o seu comportamento assintótico sob amortecimento viscoso. Estudamos ainda a estabilidade de modos simples de oscilação, os quais são classificados como longitudinais ou torcionais. / Fourth order differential equations appear naturally when modeling oscillations in elastic structures such as those observed in suspension bridges. Two models describing oscillations in the roadway of a bridge are considered. In the one-dimensional model we study finite space blow up of solutions for a class of fourth order differential equations. The results answer a conjecture presented in [F. Gazzola and R. Pavani. Wide oscillation finite time blow up for solutions to nonlinear fourth order differential equations. Arch. Ration. Mech. Anal., 207(2):717752, 2013] and imply the nonexistence of beam oscillation given by traveling wave profile with low speed propagation. In the two-dimensional model we analyze a nonlocal equation for a thin narrow prestressed rectangular plate where the two short edges are hinged and the two long edges are free. We prove existence and uniqueness of weak solution and we study its asymptotic behavior under viscous damping. We also study the stability of simple modes of oscillations which are classified as longitudinal or torsional. Blow up em espaço finito Comportamento assintótico Equação da placa com termo não local Equação da viga Equação de Swift-Hohenberg Ondas viajantes Asymptotic behaviour Beam equation Finite space blow up Nonlocal plate equation Swift-Hohenberg equation Travelling waves
13	Geometries and stabilities of Ag-doped Sin (n=1-16) clusters: a first-principles study Hsieh, Yun-Yi 01 July 2008 (has links) The structures of AgSin (n = 1 ¡V 16) clusters are investigated using first-principles calculations. Our studies suggest that AgSin clusters with n = 7, 10, and 15 are relatively stable isomers and that these clusters prefer to be exohedral rather than endohedral. Moreover, doping leaves the inner core structure of the clusters largely intact. Additionally, the plot of fragmentation energies as a function of silicon atoms shows that the AgSin are favored to dissociate into one Ag atom and Sin clusters. Alternative pathways exist for n > 7 (except n = 11 and 16) in which the AgSin cluster dissociates into a stable Si7 and a smaller fragment AgSin􀀀7. The AgSi11 and AgSi16 cluster dissociates into a stable Si10 and a small fragment AgSi. Lastly, our analysis indicates that doping of Ag atom significantly decreases the gaps between the highest occupied molecular orbital and the lowest unoccupied molecular orbital for n > 7. orbital dope Si LUMO isomer geometry stability Hohenberg doping atomic Vasp DFT doped energetic first-principles density functional cluster structure silver Ag silicon HOMO Electron material properties charge pseudopotential correlation Kohn-Sham
14	Atomic and electronic structures of AuSin(n=1-16) clusters from first-principles Hsu, Chih-chiang 04 February 2009 (has links) The structures of AuSin (n = 1 - 16) clusters are investigated systematically using first-principles calculations. The lowest energy isomers exhibit preference toward exohedral rather than endohedral structure. Our studies suggest that AuSin clusters with n = 5 and 10 are relatively stable isomers. We found no significant alteration in the cluster¡¦s inner core structure for sizes n= 6, 7, 10, 11, 12, 14, and 15 even in the presence of doping. Moreover, analysis of fragmentation energies is presented in detail. Our studies further indicate that doping of Au atom significantly decreases the gaps between the highest occupied molecular orbital and the lowest unoccupied molecular orbital for n > 7. Additionally, we report on similar results obtained for CuSin (n = 1 - 16) and AgSin (n = 14, 15, and 16) and compared them with those on AuSin clusters. Next, the low energy isomers for certain sizes of CuSin (n = 10 -16 ) clusters are selected for further optimizations using Gaussian 03 package. We found that for CuSin (n = 12 - 16 ), the endohedral isomers have lower energies than their exohedral counterparts, consistent with a recent study by Janssens et al. [15] in which a similar trend was observed. density functional Gaussian atomic doping Hohenberg correlation Kohn-Sham pseudopotential charge properties Electron HOMO silicon material energetic doped first-principles Vasp DFT Si isomer orbital dope cluster Cu copper Ag gold Au silver structure geometry stability LUMO
15	Effect of Spectral Filtering on Pulse Dynamics of Ultrafast Fiber Oscillators at Normal Dispersion Khanolkar, Ankita Nayankumar 09 August 2021 (has links) No description available. Optics Physics Engineering Electrical Engineering fiber laser fiber oscillators mode-locking dissipative soliton all-normal dispersion fiber laser (ANDi) multipulsing harmonic mode-locking complex Swift-Hohenberg Equation (CSHE) self-similar Mamyshev praseodymium visible fiber laser

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