In living organisms, the natural motion caused by the heartbeat, breathing, or muscle movements leads to the deformation of tissue caused by translation and stretching of the tissue structure. This effect results in t...
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A 3D numerical model for the ablation of pellets and shattered pellet injection (SPI) fragments in tokamaks in the plasma disruption mitigation and fueling parameter space has been developed based on the Lagrangian pa...
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In this article, we create another novel parametrization for the ψ−Hilfer fractional derivative, which can be easier to apply in some cases and cover the gaps between these concepts. Additionally, we unveil the most ...
In this document, some novel theoretical and computational techniques for constrained approximation of data-driven systems, are presented. The motivation for the development of these techniques came from structure-pre...
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We consider parametrized problems driven by spatially nonlocal integral operators with parameter-dependent kernels. In particular, kernels with varying nonlocal interaction radius δ 0 and fractional Laplace ker-nels,...
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We analyze the inverse spectral problem on the half line associated with elastic surface waves. Here, we focus on Love waves. Under certain generic conditions, we establish uniqueness and present a reconstruction sche...
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The nature of correlated states in twisted bilayer graphene (TBG) at the magic angle has received intense attention in recent years. We present a numerical study of an interacting Bistritzer-MacDonald (IBM) model of T...
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The nature of correlated states in twisted bilayer graphene (TBG) at the magic angle has received intense attention in recent years. We present a numerical study of an interacting Bistritzer-MacDonald (IBM) model of TBG using a suite of methods in quantum chemistry, including Hartree-Fock, coupled cluster singles, doubles (CCSD), and perturbative triples [CCSD(T)], as well as a quantum chemistry formulation of the density matrix renormalization group method (DMRG). Our treatment of TBG is agnostic to gauge choices, and hence we present a new gauge-invariant formulation to detect the spontaneous symmetry breaking in interacting models. To benchmark our approach, we focus on a simplified spinless, valleyless IBM model. At integer filling (ν=0), all numerical methods agree in terms of energy and C2zT symmetry breaking. Additionally, as part of our benchmarking, we explore the impact of different schemes for removing “double-counting” in the IBM model. Our results at integer filling suggest that cross validation of different IBM models may be needed for future studies of the TBG system. After benchmarking our approach at integer filling, we perform the first systematic study of the IBM model near integer filling (for |ν|<0.2). In this regime, we find that the ground state can be in a metallic and C2zT symmetry breaking phase. The ground state appears to have low entropy, and therefore can be relatively well approximated by a single Slater determinant. Furthermore, we observe many low entropy states with energies very close to the ground-state energy in the near integer filling regime.
A thermodynamically consistent phase-field model is introduced for simulating motion and shape transformation of vesicles under flow conditions. In particular, a general slip boundary condition is used to describe the...
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We present a review of the Unitary Coupled Cluster (UCC) ansatz and related ansätze which are used to variationally solve the electronic structure problem on quantum computers. A brief history of coupled cluster ...
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Analyzing the structural response of bridges to dynamic loads is a crucial concern in bridge engineering, with the primary goal to ensure the bridge safety and stability under varying conditions. The application of ar...
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ISBN:
(数字)9798350395419
ISBN:
(纸本)9798350395426
Analyzing the structural response of bridges to dynamic loads is a crucial concern in bridge engineering, with the primary goal to ensure the bridge safety and stability under varying conditions. The application of artificial intelligence techniques to address this challenge represents a promising yet relatively unexplored area of research in the existing literature. In this context, this paper introduces a swarm intelligence approach known as the bat algorithm for the optimal determination of the geometric and mechanical parameters in railway simply supported beam bridges. This work focuses on the assumption of a single dynamic load and one vibration mode. Our results, validated through Sofistik, a renowned software package for civil engineering, demonstrate that our approach performs well as it yields satisfactory engineering solutions. This opens the door for further swarm intelligence-based developments in this field.
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