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Thematische Bibliographien / Inverted structure

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Auswahl der wissenschaftlichen Literatur zum Thema „Inverted structure“

Autor: Grafiati

Veröffentlicht am 28. Juni 2021

Zuletzt aktualisiert am 1. Februar 2022

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Zeitschriftenartikel zum Thema "Inverted structure"

1

Bowie, James U., und David Eisenberg. „Inverted protein structure prediction“. Current Opinion in Structural Biology 3, Nr. 3 (Juni 1993): 437–44. http://dx.doi.org/10.1016/s0959-440x(05)80118-6.

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Anh, N. D., und N. X. Nguyen. „A global-local approach to the design of dynamic vibration absorber for damped inverted pendulum structures“. Vietnam Journal of Mechanics 37, Nr. 1 (27.02.2015): 57–70. http://dx.doi.org/10.15625/0866-7136/37/1/5865.

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In practice, an inverted pendulum can be used to model many real structures as the arms of robots, soil structures, or fluid structures. However, the study on the design of dynamic vibration absorber for inverted pendulum structures is very limited in the literature. To the best knowledge of the authors, however, there has been no study on the dynamic vibration absorber when the primary inverted pendulum structure is damped. This paper deals with the optimization problem of dynamic vibration absorber for inverted pendulum structures. Two novel findings of the present study are summarized as follows. First, the optimal parameters of dynamic vibration absorber for undamped inverted pendulum structures are given by using \(H_{\infty }\) optimization. Second, the authors suggest a so-called global-local approach to determine approximate expressions for optimal parameters of a pendulum type absorber attached to a damped inverted pendulum structure. Finally, a numerical simulation is done for an example of the articulated tower in the ocean to validate the effectiveness of the results obtained in this work.

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Ohyama, Takako, Hazuki Takahashi, Harshita Sharma, Toshio Yamazaki, Stefano Gustincich, Yoshitaka Ishii und Piero Carninci. „An NMR-based approach reveals the core structure of the functional domain of SINEUP lncRNAs“. Nucleic Acids Research 48, Nr. 16 (22.07.2020): 9346–60. http://dx.doi.org/10.1093/nar/gkaa598.

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Abstract Long non-coding RNAs (lncRNAs) are attracting widespread attention for their emerging regulatory, transcriptional, epigenetic, structural and various other functions. Comprehensive transcriptome analysis has revealed that retrotransposon elements (REs) are transcribed and enriched in lncRNA sequences. However, the functions of lncRNAs and the molecular roles of the embedded REs are largely unknown. The secondary and tertiary structures of lncRNAs and their embedded REs are likely to have essential functional roles, but experimental determination and reliable computational prediction of large RNA structures have been extremely challenging. We report here the nuclear magnetic resonance (NMR)-based secondary structure determination of the 167-nt inverted short interspersed nuclear element (SINE) B2, which is embedded in antisense Uchl1 lncRNA and upregulates the translation of sense Uchl1 mRNAs. By using NMR ‘fingerprints’ as a sensitive probe in the domain survey, we successfully divided the full-length inverted SINE B2 into minimal units made of two discrete structured domains and one dynamic domain without altering their original structures after careful boundary adjustments. This approach allowed us to identify a structured domain in nucleotides 31–119 of the inverted SINE B2. This approach will be applicable to determining the structures of other regulatory lncRNAs.

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Ji, Dong Yu, und Wen Liang Ma. „Force Calculation of Shunqiao Trench-Buried Inverted Siphon Structure“. Advanced Materials Research 295-297 (Juli 2011): 2396–99. http://dx.doi.org/10.4028/www.scientific.net/amr.295-297.2396.

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This paper adopt universal finite element calculation software to carry out force analysis for Shunqiao trench-buried inverted siphon，computer is applied in analysis of trench-buried inverted siphon. Deducing variation law of the inverted siphon’s stress and displacement in construction process and operational process. The calculation results Further shown design scheme’s Rationality and safety. which provide reliable reference of design and construction for the trench-buried inverted siphon.

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Kihlborg, L., und M. Sundberg. „`Inverted Twinning' in Intergrowth Tungsten Bronzes“. Acta Crystallographica Section B Structural Science 53, Nr. 1 (01.02.1997): 95–101. http://dx.doi.org/10.1107/s010876819601155x.

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A new type of twinning occurring in intergrowth tungsten bronzes (ITB) is described, revealed by high-resolution electron microscopy. Across the twin boundary the two structure elements of hexagonal tungsten bronze- and tetragonally distorted ReO3-types are interchanged and grow in strict geometrical relationship to each other. The structure is thus `inverted' and in the general case the two `twin' parts represent different members of the structure family. Some members remain invariant upon inversion, however. This defect is most often seen as ribbons in an ITB matrix in Mo-doped samples Cs x Mo y Wl−y O3, which require a lower synthesis temperature than pure tungsten bronzes. They may be frozen-in stages of a slow ordering process. A similar type of twinning might be found in other intergrowth structures.

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Ren, Zhen. „Study on Structure Analysis of Prestressed Reinforced Concrete Inverted Siphon“. Applied Mechanics and Materials 488-489 (Januar 2014): 585–88. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.585.

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This paper adopt universal finite element calculation software to carry out force analysis for Shayubeigou prestressed reinforced concrete inverted siphon,computer is applied in analysis of prestressed reinforced concrete inverted siphon. Deducing variation law of the inverted siphons stress and displacement in construction process and operating process. The calculation results further shown design schemes rationality and safety. which provide reliable reference of design and construction for the prestressed reinforced concrete inverted siphon.

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Ji, Dong Yu. „Analysis and Research of Luo River Inverted Siphon Structure“. Advanced Materials Research 787 (September 2013): 808–11. http://dx.doi.org/10.4028/www.scientific.net/amr.787.808.

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This paper adopts general finite element software to analyse Luo River bridge-type inverted siphon structure, researching variation law of the inverted siphons stress and displacement in construction process and operational process. Research results further verified rationality and security of the design scheme, which provides reliable reference for construction and operational of inverted siphon structure.

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Liu, Chuan Xiao, Long Wang, Zhi Hao Liu und Xiu Li Zhang. „Application and Mechanism to Support Tunnel Adjoining with Soft Rock Masses by Yielding Inverted Arch of Composite Structures“. Applied Mechanics and Materials 90-93 (September 2011): 791–94. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.791.

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A yielding inverted arch of composite structures is designed to control serious floor heave of tunnel. Constitution of the inverted arch is studied to present mechanism of the composite structure to restrain floor heave. By field trial of the yielding inverted arch with composite structures, it is an effective method to control floor heave, and its important function is to absorb main elastic deformation coming from bottom strata.

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Ji, Dong Yu. „Structure Design and Finite Element Analysis of Liujiaba Inverted Siphon“. Applied Mechanics and Materials 716-717 (Dezember 2014): 553–56. http://dx.doi.org/10.4028/www.scientific.net/amm.716-717.553.

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This paper adopts general finite element software to carry out structure design and force analysis for Liujiaba inverted siphon engineering, researching variation law of the inverted siphon’s stress and displacement under various cases in construction process and operating process. Research results provides reliable reference for construction and operating of inverted siphon structure.

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Du, Pei Rong, und Xiao Fen Li. „Structure Design and Force Analysis of Dushan Inverted Siphon Engineering“. Advanced Materials Research 391-392 (Dezember 2011): 759–62. http://dx.doi.org/10.4028/www.scientific.net/amr.391-392.759.

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This paper adopt computer which is a efficient computational tool, analyzing Dushan inverted siphon structure, researching variation law of the inverted siphon’s stress and displacement in construction process and operational process. Research results further verified rationality and security of the design schemes, which provides reliable reference for construction and operational of inverted siphon structure.

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Dissertationen zum Thema "Inverted structure"

1

Alqurashi, Rania. „Interface electronic structure of inverted polymer solar cells“. Thesis, University of Sheffield, 2017. http://etheses.whiterose.ac.uk/19062/.

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Lindsjö, Martin. „Inverted Zintl phases and ions - A search for new electronic properties“. Licentiate thesis, KTH, Chemistry, 2002. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-1488.

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Sternadori, Miglena Wise Kevin Robert. „Cognitive processing of news as a function of structure a comparison between inverted pyramid and chronology /“. Diss., Columbia, Mo. : University of Missouri--Columbia, 2008. http://hdl.handle.net/10355/6643.

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Title from PDF of title page (University of Missouri--Columbia, viewed on Feb 25, 2010). The entire thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file; a non-technical public abstract appears in the public.pdf file. Dissertation advisor: Dr. Kevin Wise. Vita. Includes bibliographical references.

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Liu, Xilan. „Polymer Photodetectors: Device Structure, Interlayer and Physics“. University of Akron / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=akron1384334220.

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Cortes, Avellaneda Douglas D. „Inverted base pavement structures“. Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/37305.

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An inverted base pavement is a new pavement structure that consists of an unbound aggregate base between a stiff cement-treated foundation layer and a thin asphalt cover. Unlike conventional pavements which rely on upper stiff layers to bear and spread traffic loads, the unbound aggregate inter-layer in an inverted base pavement plays a major role in the mechanical response of the pavement structure. Traditional empirical pavement design methods rely on rules developed through long-term experience with conventional flexible or rigid pavement structures. The boundaries imposed on the unbound aggregate base in an inverted pavement structure change radically from those in conventional pavements. Therefore, current empirically derived design methods are unsuitable for the analysis of inverted base pavements. The present work documents a comprehensive experimental study on a full-scale inverted pavement test section built near LaGrange, Georgia. A detailed description of the mechanical behavior of the test section before, during and after construction provides critically needed understanding of the internal behavior and macro-scale performance of this pavement structure. Given the critical role of the unbound aggregate base and its proximity to the surface, a new field test was developed to characterize the stress-dependent stiffness of the as-built layer. A complementary numerical study that incorporates state-of-the-art concepts in constitutive modeling of unbound aggregates is used to analyze experimental results and to develop preliminary guidelines for inverted base pavement design. Simulation results show that an inverted pavement can deliver superior rutting resistance compared to a conventional flexible pavement structure with the same fatigue life. Furthermore, results show that an inverted base pavement structure can exceed the structural capacity of conventional flexible pavement designs for three typical road types both in rutting and fatigue while saving up to 40% of the initial construction costs.

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Irakarama, Modeste. „Towards Reducing Structural Interpretation Uncertainties Using Seismic Data“. Thesis, Université de Lorraine, 2019. http://www.theses.fr/2019LORR0060/document.

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Les modèles géologiques sont couramment utilisés pour estimer les ressources souterraines, pour faire des simulations numériques, et pour évaluer les risques naturels ; il est donc important que les modèles géologiques représentent la géométrie des objets géologiques de façon précise. La première étape pour construire un modèle géologique consiste souvent à interpréter des surfaces structurales, telles que les failles et horizons, à partir d'une image sismique ; les objets géologiques identifiés sont ensuite utilisés pour construire le modèle géologique par des méthodes d'interpolation. Les modèles géologiques construits de cette façon héritent donc les incertitudes d'interprétation car une image sismique peut souvent supporter plusieurs interprétations structurales. Dans ce manuscrit, j'étudie le problème de réduire les incertitudes d'interprétation à l'aide des données sismiques. Particulièrement, j'étudie le problème de déterminer, à l'aide des données sismiques, quels modèles sont plus probables que d'autres dans un ensemble des modèles géologiques cohérents. Ce problème sera connu par la suite comme "le problème d'évaluation des modèles géologiques par données sismiques". J'introduis et formalise ce problème. Je propose de le résoudre par génération des données sismiques synthétiques pour chaque interprétation structurale dans un premier temps, ensuite d'utiliser ces données synthétiques pour calculer la fonction-objectif pour chaque interprétation ; cela permet de classer les différentes interprétations structurales. La difficulté majeure d'évaluer les modèles structuraux à l'aide des données sismiques consiste à proposer des fonctions-objectifs adéquates. Je propose un ensemble de conditions qui doivent être satisfaites par la fonction-objectif pour une évaluation réussie des modèles structuraux à l'aide des données sismiques. Ces conditions imposées à la fonction-objectif peuvent, en principe, être satisfaites en utilisant les données sismiques de surface (« surface seismic data »). Cependant, en pratique il reste tout de même difficile de proposer et de calculer des fonctions-objectifs qui satisfassent ces conditions. Je termine le manuscrit en illustrant les difficultés rencontrées en pratique lorsque nous cherchons à évaluer les interprétations structurales à l'aide des données sismiques de surface. Je propose une fonction-objectif générale faite de deux composants principaux : (1) un opérateur de résidus qui calcule les résidus des données, et (2) un opérateur de projection qui projette les résidus de données depuis l'espace de données vers l'espace physique (le sous-sol). Cette fonction-objectif est donc localisée dans l'espace car elle génère des valeurs en fonction de l'espace. Cependant, je ne suis toujours pas en mesure de proposer une implémentation pratique de cette fonction-objectif qui satisfasse les conditions imposées pour une évaluation réussie des interprétations structurales ; cela reste un sujet de recherche
Subsurface structural models are routinely used for resource estimation, numerical simulations, and risk management; it is therefore important that subsurface models represent the geometry of geological objects accurately. The first step in building a subsurface model is usually to interpret structural features, such as faults and horizons, from a seismic image; the identified structural features are then used to build a subsurface model using interpolation methods. Subsurface models built this way therefore inherit interpretation uncertainties since a single seismic image often supports multiple structural interpretations. In this manuscript, I study the problem of reducing interpretation uncertainties using seismic data. In particular, I study the problem of using seismic data to determine which structural models are more likely than others in an ensemble of geologically plausible structural models. I refer to this problem as "appraising structural models using seismic data". I introduce and formalize the problem of appraising structural interpretations using seismic data. I propose to solve the problem by generating synthetic data for each structural interpretation and then to compute misfit values for each interpretation; this allows us to rank the different structural interpretations. The main challenge of appraising structural models using seismic data is to propose appropriate data misfit functions. I derive a set of conditions that have to be satisfied by the data misfit function for a successful appraisal of structural models. I argue that since it is not possible to satisfy these conditions using vertical seismic profile (VSP) data, it is not possible to appraise structural interpretations using VSP data in the most general case. The conditions imposed on the data misfit function can in principle be satisfied for surface seismic data. In practice, however, it remains a challenge to propose and compute data misfit functions that satisfy those conditions. I conclude the manuscript by highlighting practical issues of appraising structural interpretations using surface seismic data. I propose a general data misfit function that is made of two main components: (1) a residual operator that computes data residuals, and (2) a projection operator that projects the data residuals from the data-space into the image-domain. This misfit function is therefore localized in space, as it outputs data misfit values in the image-domain. However, I am still unable to propose a practical implementation of this misfit function that satisfies the conditions imposed for a successful appraisal of structural interpretations; this is a subject for further research

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Bittencourt, Marcelo Corrêa de. „Comparing different and inverter graph data structure“. reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2018. http://hdl.handle.net/10183/185987.

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Este documento apresenta uma análise de desempenho de quatro diferentes implementações de And-Inverter Graph (AIG). AIGs são estruturas de dados normalmente utilizadas em programas que são utilizados para design de circuitos digitais. Diferentes implementações da mesma estrutura de dados pode afetar o desempenho. Isto é demonstrado em trabalhos anteriores que avaliam o desempenho de diferentes pacotes BDD (Binary Decision Diagram), que é outra estrutura de dados largamente utilizada em síntese lógica. Foram implementadas quatro estruturas de dados diferentes utilizando grafos unidirecionais ou bidirecionais aos quais os nodos são referenciados utilizando ponteiros ou índices de inteiros não-negativos. Utilizando estas diferentes estruturas de dados de AIG, medimos como diferentes aspectos das implementações afetam o desempenho da execução de um algoritmo básico.
This document presents a performance analysis of four different And-Inverter Graph (AIG) implementations. AIG is a data structure commonly used in programs used for digital circuits design. Different implementations of the same data structure can affect performance. This is demonstrated by previous works that evaluate performance for different Binary Decision Diagram (BDD) packages, another data structure widely used in logic synthesis. We have implemented four distinct AIG data structures using a choice of unidirectional or bidirectional graphs in which the references to nodes are made using pointers or indexed using non-negative integers. Using these different AIG data structures, we measure how different implementation aspects affect performance in running basic algorithm.

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Kefal, Adnan. „Structural health monitoring of marine structures by using inverse finite element method“. Thesis, University of Strathclyde, 2017. http://digitool.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=27863.

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Structural health monitoring (SHM) is a process aimed at providing accurate and real-time information concerning structural condition and performance. SHM is a very important discipline in the areas of civil, aerospace, and marine engineering because the utilization of SHM allows us to increase both human and environmental safety in conjunction with reduction in direct economic losses. A key component of the SHM process is real-time reconstruction of a structure’s three-dimensional displacement and stress fields using a network of in situ strain sensors and measured strains, which is commonly referred to as “shape and stress sensing”. The inverse finite element method (iFEM) is a revolutionary shape- and stress-sensing methodology shown to be fast, accurate, and robust for usage as a part of SHM systems. In the present thesis, the general framework of iFEM, i.e., least-squares variational principle, is adopted to develop unconventional and more effective shape- and stress-sensing techniques, with focus on general engineering structures and marine structures in particular. Firstly, the original iFEM formulation for plate and shell structures, developed on the basis of first-order shear deformation theory, is summarized. Then, this formulation is utilized to develop a new four-node quadrilateral inverse-shell element, iQS4, which further extends the practical utility of iFEM for shape sensing of large-scale structures including marine structures. Various numerical examples are presented and it is demonstrated that the iQS4 formulation is robust with respect to the membrane- and shear-locking phenomena. Moreover, the iFEM/iQS4 methodology is applied to various types of marine structures including a stiffened plate, a chemical tanker, and a container ship. To simulate experimentally measured strains and to establish reference displacements, a coupled hydrodynamic and high-fidelity finite element analyses are performed. Utilizing the simulated strain-sensor strains, iFEM analysis of each marine structure is performed. As a result, the optimum locations of the on-board strain sensors are determined for each marine structure. Furthermore, a novel isogeometric Kirchhoff–Love inverse-shell element (iKLS) for more accurate shape-sensing analysis of curved/complex shell structures is presented. The new formulation employs the iFEM as a general framework and the non-uniform rational B-splines (NURBS) as the discretization technology for both structural geometry and displacement domain. Therefore, this new formulation couples the concept of isogeometric analysis with iFEM methodology and creates an innovative “isogeometric iFEM formulation”. The superior shape-sensing capability of the isogeometric iFEM formulation (i.e., iKLS) is demonstrated for curved shell structures when using low-fidelity discretizations with few strain sensors. Finally, an improved iFEM formulation for dealing with shape and stress sensing of multilayered composite and sandwich plate/shell structures is described. The present iFEM formulation is based upon the minimization of a weighted-least-squares functional that uses the complete set of strain measures of refined zigzag theory (RZT). A new three-node inverse-shell element, i3-RZT, is developed based on the enhanced iFEM formulation. Various validation and demonstration problems are solved to examine the precision of the iFEM/i3-RZT methodology. The numerical results demonstrate the superior accuracy and robustness of the i3-RZT element for performing accurate shape and stress sensing of complex composite structures. In conclusion, all proposed iFEM frameworks are computationally efficient, accurate, and powerful, hence they can be helpful for shape sensing and SHM of general engineering structures, especially of marine structures.

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Zhu, Qing. „Semiconductor vertical quantum structures self-formed in inverted pyramids /“. Lausanne : EPFL, 2008. http://library.epfl.ch/theses/?nr=4145.

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Thèse Ecole polytechnique fédérale de Lausanne EPFL, no 4145 (2008), Faculté des sciences de base SB, Programme doctoral Physique, Institut de photonique et d'électronique quantiques IPEQ (Laboratoire de physique des nanostructures LPN). Dir.: Elyahou Kapon.

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Babincová, Kristina. „Pasivace aktivní vrstvy perovskitových solárních článků s invertovanou strukturou“. Master's thesis, Vysoké učení technické v Brně. Fakulta chemická, 2021. http://www.nusl.cz/ntk/nusl-444540.

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The topic of this work is the passivation of the active layer of perovskite solar cells with an inverted structure. The work is divided into theoretical and experimental part. The theoretical part describes in particular the passivation and modification of the perovskite layer as well as the characteristic properties of perovskite, including structure and stability. The experimental part deals with the preparation of photovoltaic cells with an inverted structure. For the characterization of photovoltaic cells, reference samples were prepared and their active layer was modified by plasma. The most used deposition technique for the preparation of layers was the spin coating method. From the performed experiments it can be concluded that the preparation of samples and their subsequent modification under laboratory conditions does not lead to the improvement of the final parameters of photovoltaic conversion. By transferring the sample preparation and passivation of the active layer to an inert atmosphere, it was possible to produce cells with higher efficiencies (compared to the reference sample), around 10 %. Another advantage of this plasma treatment of the active layer is that it also improves the stability of the prepared structures, which even after a few days in air show almost 80 % of the original efficiency.

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Bücher zum Thema "Inverted structure"

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El Hami, Abdelkhalak, und Bouchaib Radi. Dynamics of Large Structures and Inverse Problems. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2017. http://dx.doi.org/10.1002/9781119332275.

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Takewaki, Izuru. Dynamic structural design: Inverse problem approach. Southampton: WIT Press, 2000.

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3

Banks, H. Thomas. Analytic semigroups: applications to inverse problems for flexible structures. Hampton, Va: Institute for Computer Applications in Science and Engineering, 1990.

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Banks, H. Thomas. Analytic semigroups: Applications to inverse problems for flexible structures. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1990.

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Kuramoto, Y. Dynamics of one-dimensional quantum systems: Inverse-square interaction models. Cambridge, UK: Cambridge University Press, 2009.

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Kuramoto, Y. Dynamics of one-dimensional quantum systems: Inverse-square interaction models. Cambridge: Cambridge University Press, 2010.

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1929-, Kato Y., Hrsg. Dynamics of one-dimensional quantum systems: Inverse-square interaction models. Cambridge, UK: Cambridge University Press, 2009.

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Inverse analyses with model reduction: Proper orthogonal decomposition in structural mechanics. Berlin: Springer, 2012.

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Savenkoff, Claude. Inverse analysis of the structure and dynamics of the whole Newfoundland-Labrador shelf ecosystem. [Ottawa?: Fisheries and Oceans], 2001.

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Mira, Mitra, Hrsg. Wavelet methods for dynamical problems: With application to metallic, composite, and nano-composite structures. Boca Raton: Taylor & Francis, 2010.

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Buchteile zum Thema "Inverted structure"

1

Torres-Parejo, Úrsula, Jesús R. Campaña, Maria-Amparo Vila und Miguel Delgado. „Obtaining WAPO-Structure Through Inverted Indexes“. In Communications in Computer and Information Science, 647–58. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91476-3_53.

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You, Jingbi, Lei Meng, Ziruo Hong, Gang Li und Yang Yang. „Inverted Planar Structure of Perovskite Solar Cells“. In Organic-Inorganic Halide Perovskite Photovoltaics, 307–24. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-35114-8_12.

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Kumar, Satyendra, und Moina Ajmeri. „Stabilizing x–y Inverted Pendulum via Variable Structure Control“. In Lecture Notes in Mechanical Engineering, 553–62. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4018-3_52.

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Agrawal, Rahul, und R. Mitra. „Adaptive Neuro Fuzzy Inference Structure Controller for Rotary Inverted Pendulum“. In Advances in Intelligent Systems and Computing, 1163–70. New Delhi: Springer India, 2013. http://dx.doi.org/10.1007/978-81-322-0740-5_141.

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Aramini, James M., Johan H. van de Sande und Markus W. Germann. „Structure and Stability of DNA Containing Inverted Anomeric Centers and Polarity Reversals“. In ACS Symposium Series, 92–105. Washington, DC: American Chemical Society, 1997. http://dx.doi.org/10.1021/bk-1998-0682.ch006.

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See, Chan H., George A. Oguntala, Wafa Shuaieb, J. M. Noras und Peter S. Excell. „Dual-Band Planar Inverted F-L Antenna Structure for Bluetooth and ZigBee Applications“. In Antenna Fundamentals for Legacy Mobile Applications and Beyond, 39–52. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-63967-3_2.

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7

Oak, Chinmay N., und S. Sundar Kumar Iyer. „Effect of Pulsed Electric Field Annealing on P3HT: PCBM Inverted Solar Cell Structure“. In Springer Proceedings in Physics, 117–22. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-97604-4_19.

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8

Hossain, Shahriyar, und Hasan Jamil. „A Hybrid Index Structure for Set-Valued Attributes Using Itemset Tree and Inverted List“. In Lecture Notes in Computer Science, 349–57. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-15364-8_30.

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9

Pathania, K. „Empirical Estimates of Inverted Duty Structure and Effective Rate of Protection—The Case of India“. In Trade, Investment and Economic Growth, 3–22. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6973-3_1.

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10

Zhang, SuYing, ShuMan Shao, Ran An, Sun Feng und Yun Du. „The Sliding Mode Variable Structure Control for Double Inverted Pendulum System Based on Fuzzy Reaching Law“. In Lecture Notes in Electrical Engineering, 123–29. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-27287-5_20.

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Konferenzberichte zum Thema "Inverted structure"

1

Takemura, N., A. Maruyama und M. Hasegawa. „Inverted-FL antenna with self-complementary structure“. In 2008 IEEE Antennas and Propagation Society International Symposium and USNC/URSI National Radio Science Meeting. IEEE, 2008. http://dx.doi.org/10.1109/aps.2008.4619339.

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2

Wu, Jun-feng, Chun-tao Liu und Yong Deng. „Variable Structure Control for Stabilizing Double Inverted Pendulum“. In 2008 International Conference on Intelligent Computation Technology and Automation (ICICTA). IEEE, 2008. http://dx.doi.org/10.1109/icicta.2008.307.

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3

Cai, Shubin, Heming Chen, Zhijiao Xiao und Zhong Ming. „An efficient block structure for incremental inverted indexing“. In 2012 IEEE International Conference on Information Science and Technology (ICIST). IEEE, 2012. http://dx.doi.org/10.1109/icist.2012.6221735.

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4

Matsubayashi, Kazuya, Naobumi Michishita und Hisashi Morishita. „Monocone Antenna with Inverted -L and -F Structure“. In 2019 IEEE-APS Topical Conference on Antennas and Propagation in Wireless Communications (APWC). IEEE, 2019. http://dx.doi.org/10.1109/apwc.2019.8870487.

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5

Liu, Keding, und Zhichao Yang. „Finite Element Analysis of Shaba Inverted Siphon Structure“. In 2014 International Conference on Mechatronics, Electronic, Industrial and Control Engineering. Paris, France: Atlantis Press, 2014. http://dx.doi.org/10.2991/meic-14.2014.268.

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6

Volkova, Galina, und Natalia Yudina. „Effect of resin-asphaltene substances on the stability of inverted emulsions“. In PROCEEDINGS OF THE ADVANCED MATERIALS WITH HIERARCHICAL STRUCTURE FOR NEW TECHNOLOGIES AND RELIABLE STRUCTURES. Author(s), 2018. http://dx.doi.org/10.1063/1.5083566.

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7

Kaushik, Raghav, Rajasekar Krishnamurthy, Jeffrey F. Naughton und Raghu Ramakrishnan. „On the integration of structure indexes and inverted lists“. In the 2004 ACM SIGMOD international conference. New York, New York, USA: ACM Press, 2004. http://dx.doi.org/10.1145/1007568.1007656.

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8

Liu, Keding, und Ruijun Zhang. „Structure design and analysis of reinforced concrete inverted siphon“. In 2013 2nd International Symposium on Instrumentation & Measurement, Sensor Network and Automation (IMSNA). IEEE, 2013. http://dx.doi.org/10.1109/imsna.2013.6743280.

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9

Jianhua Zhang. „Structure force analysis of Shangjiao trench-buried inverted siphon“. In 2012 7th International Conference on System of Systems Engineering (SoSE). IEEE, 2012. http://dx.doi.org/10.1109/sysose.2012.6333634.

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10

Takemura, Nobuyasu. „Electromagnetically coupled inverted-FL antenna with self-complementary structure“. In 2009 IEEE Antennas and Propagation Society International Symposium (APSURSI). IEEE, 2009. http://dx.doi.org/10.1109/aps.2009.5171968.

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Berichte der Organisationen zum Thema "Inverted structure"

1

Lambrakos, S. G., und N. E. Tran. Inverse Analysis of Cavitation Impact Phenomena on Structures. Fort Belvoir, VA: Defense Technical Information Center, Juli 2007. http://dx.doi.org/10.21236/ada471244.

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2

Kovalenkov, A. N., S. M. Semchenkov und M. S. Makarov. Spatial inverse filtering method based on a controlled structure filter. OFERNIO, November 2020. http://dx.doi.org/10.12731/ofernio.2020.24671.

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3

Beratan, David N., Weitao Yang, Michael J. Therien und Koen Clays. Sculpting Molecular Potentials to Design Optimized Materials: The Inverse Design of New Molecular Structures. Fort Belvoir, VA: Defense Technical Information Center, Mai 2010. http://dx.doi.org/10.21236/ada532541.

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4

Yu, Guoshen, Guillermo Sapiro und Stephane Mallat. Solving Inverse Problems with Piecewise Linear Estimators: From Gaussian Mixture Models to Structured Sparsity. Fort Belvoir, VA: Defense Technical Information Center, Juni 2010. http://dx.doi.org/10.21236/ada540722.

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5

Brenner, D. S., R. L. Gill, R. F. Casten, C. J. Barton und N. V. Zamfir. Structure and collectivity very far from stability: Coulomb excitation of radioactive nuclear beams in inverse kinematics. Office of Scientific and Technical Information (OSTI), Juli 1995. http://dx.doi.org/10.2172/88543.

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6

Brigham, John C. Fundamental Advances in Inverse Mechanics Towards Self-Aware and Intrinsically Adaptable Structural Systems. Fort Belvoir, VA: Defense Technical Information Center, November 2014. http://dx.doi.org/10.21236/ad1013215.

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7

Paden, Brad, und Thomas A. Trautt. Characterization of Joint Nonlinear Stiffness and Damping Behavior for Inverse Dynamics of Flexible Articulated Structures. Fort Belvoir, VA: Defense Technical Information Center, August 1996. http://dx.doi.org/10.21236/ada330608.

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