Institution
University of Architecture, Civil Engineering and Geodesy
Education•Sofia, Bulgaria•
About: University of Architecture, Civil Engineering and Geodesy is a education organization based out in Sofia, Bulgaria. It is known for research contribution in the topics: Finite element method & Beam (structure). The organization has 3808 authors who have published 3822 publications receiving 30736 citations. The organization is also known as: Sofia Polytechnic.
Topics: Finite element method, Beam (structure), Boundary value problem, Nonlinear system, Strain energy release rate
Papers published on a yearly basis
Papers
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TL;DR: In this article, the existence of fixed points of rational type F-contractions for single-valued mappings in function weighted metric spaces can be ensured without third condition (F 3 ) (F3) imposed on Wardowski function F :(0, ∞ ) → ℜ F\\mathrm{:(0,\\hspace{0.33em}}\\infty )\\to \\Re.
Abstract: Abstract In this work, we show that the existence of fixed points of F-contraction mappings in function weighted metric spaces can be ensured without third condition ( F 3 ) (F3) imposed on Wardowski function F :(0, ∞ ) → ℜ F\\mathrm{:(0,\\hspace{0.33em}}\\infty )\\to \\Re . The present article investigates (common) fixed points of rational type F-contractions for single-valued mappings. The article employs Jleli and Samet’s perspective of a new generalization of a metric space, known as a function weighted metric space. The article imposes the contractive condition locally on the closed ball, as well as, globally on the whole space. The study provides two examples in support of the results. The presented theorems reveal some important corollaries. Moreover, the findings further show the usefulness of fixed point theorems in dynamic programming, which is widely used in optimization and computer programming. Thus, the present study extends and generalizes related previous results in the literature in an empirical perspective.
13 citations
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TL;DR: In this article, the microstructure, surface morphology and photoluminescence properties were investigated by x-ray diffraction, field-emission scanning electron microscope and fluorescence spectrometer.
Abstract: ZnO thin films at growth time of 6, 8, 10 and 12 h were prepared by hydrothermal approach. The microstructure, surface morphology and photoluminescence properties were investigated by x-ray diffraction, field-emission scanning electron microscope and fluorescence spectrometer. The results reveal that all the thin films have hexagonal wurzite structure and preferential orientation along the c-axis. The density of nanorods increases first and then decreases with the increase of growth time. The photoluminescence spectra consist of sharp near band-edge, broad visible and near-infrared emissions. The chromaticity coordinates and color rendering indices of ZnO thin film at growth time of 10 h are x = 0.3537, y = 0.3744 and 90, respectively. The mechanisms of the green, yellow, orange-red, red and near-infrared emissions were discussed in detail.
13 citations
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TL;DR: In this paper, a series of water-soluble NaScF4:Yb3+/Er3+ upconversion nanoparticles (UCNPs) have been synthesized by a facile hydrothermal route.
13 citations
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TL;DR: In this article, a novel BiOBr/(001)-TiO2/Ti3C2Tx (BTT-y) was synthesized by in-situ construction.
13 citations
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TL;DR: In this paper, an incremental-iterative solution based on the Newton-Raphson method is adopted for solving the equilibrium equation, wherein the effect of self-weight and pretension are taken into account, and an algorithm for form-finding of cable-supported structures is proposed to determine precisely the unstressed length of the cables.
Abstract: This paper presents a spatial catenary cable element for the nonlinear analysis of cablesupported structures. An incremental-iterative solution based on the Newton-Raphson method is adopted for solving the equilibrium equation. As a result, the element stiffness matrix and nodal forces are
determined, wherein the effect of self-weight and pretension are taken into account. In the case of the
initial cable tension is given, an algorithm for form-finding of cable-supported structures is proposed to
determine precisely the unstressed length of the cables. Several classical numerical examples are solved and compared with the other available numerical methods or experiment tests showing the accuracy and efficiency of the present elements.
13 citations
Authors
Showing all 3821 results
Name | H-index | Papers | Citations |
---|---|---|---|
Changlun Chen | 75 | 192 | 20080 |
Yu You Li | 63 | 401 | 12761 |
Jun Ma | 54 | 265 | 12987 |
Pieter T. Visscher | 52 | 140 | 11120 |
Alan W. Decho | 47 | 109 | 10456 |
Bin Yang | 40 | 328 | 7040 |
Wendong Wang | 30 | 257 | 4203 |
Mei-yung Leung | 30 | 109 | 2615 |
Li Zhang | 29 | 248 | 3328 |
Vittorio Girotto | 27 | 76 | 3069 |
Vasili Kharchenko | 27 | 78 | 2791 |
Jiaping Liu | 26 | 112 | 1763 |
Aleksander Filarowski | 26 | 87 | 1868 |
Shengwen Tang | 26 | 75 | 1819 |
Rong Chen | 24 | 78 | 1498 |