56,100 research outputs found

    A. G. Muller, San Antonio

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    Verso: [imprinted] Doerr & Jesse, Photographers, San Antonio, Texas; [handwritten] [illegible] A. G. Muller, San Antonio, March 4th, 1866, Dem Karl Huppertz

    Bibliographie Hilarion G. Petzold 1958 – 2009 mit Anhang als Einführung

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    Dieses Archiv enthält die Gesamtbibliographie der Werke des Autors nebst einiger Texte „Über H. G. Petzold“ im Schlussteil der Bibliographie sowie einen Anhang mit einer Einführung in die Architektur des Werkes in seinem wissenslogischen Aufbau als Ausarbeitung seines „Tree of Science Modells“ (2007).This archive contains the complete bibliography of the author and some texts about H. G. Petzold, moreover an epilogue with an introduction to the architecture of the works in its epistemological structure and composition and as an elaborations of Petzold’s „Tree of Science Modell (2007).https://www.fpi-publikation.de/polyloge/01-2009-petzold-h-g-gesamtbibliographie-h-g-petzold-1958-2009-updating-november2009/peerReviewedpublishedVersio

    H. Muller-Henneberg, G. Schwartz, Gesetz gegen Wettbewerbsbeschrânkungen und europalsches Kartellrecht

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    H. Muller-Henneberg, G. Schwartz, Gesetz gegen Wettbewerbsbeschrânkungen und europalsches Kartellrecht. In: Revue internationale de droit comparé. Vol. 16 N°2, Avril-juin 1964. p. 450

    H. Muller-Henneberg, G. Schwartz, Gesetz gegen Wettbewerbsbeschrânkungen und europalsches Kartellrecht

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    H. Muller-Henneberg, G. Schwartz, Gesetz gegen Wettbewerbsbeschrânkungen und europalsches Kartellrecht. In: Revue internationale de droit comparé. Vol. 16 N°2, Avril-juin 1964. p. 450

    H. Muller-Hennberg et G. Schwartz, Gesetz gegen Wettbewerbsbes-chrânkungen und europâisches Kartellrecht

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    H. Muller-Hennberg et G. Schwartz, Gesetz gegen Wettbewerbsbes-chrânkungen und europâisches Kartellrecht. In: Revue internationale de droit comparé. Vol. 29 N°1, Janvier-mars 1977. pp. 254-255

    H. Muller-Hennberg et G. Schwartz, Gesetz gegen Wettbewerbsbes-chrânkungen und europâisches Kartellrecht

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    H. Muller-Hennberg et G. Schwartz, Gesetz gegen Wettbewerbsbes-chrânkungen und europâisches Kartellrecht. In: Revue internationale de droit comparé. Vol. 29 N°1, Janvier-mars 1977. pp. 254-255

    Electron transfer with core-level excitations at hybrid interfaces

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    Electron core-level spectroscopies have emerged as effective tools to investigate several aspects of the hybrid interface between organic molecules and a substrate. In particular, resonant photoemission spectroscopy can measure interfacial electron transfer times down to the femtosecond timescale. Furthermore, the strong perturbation induced by the core hole opens up the several questions on how the properties of the interface are modified, calling for a theoretical description of the core-excited system. We adopt a theoretical framework based on density-functional theory (DFT), where the excitation is introduced explicitly in the core-level occupation of an atom in a molecule, to investigate the electronic structure and electron transfer from/to organic molecules adsorbed on metal, semimetal, and semiconducting substrates. The perturbing potential lowers the energy of the molecular orbitals. Focusing on the lowest-unoccupied (LUMO), a filling of the core-excited LUMO* by substrate electrons may occur within the core-hole lifetime, as found for molecules on metals where the adsorption angle is also shown to influence the electron transfer rate [1,2]. In the case of a semimetal graphene substrate, a spin-polarized LUMO* pinned at the Fermi level can be determined for physisorbed molecules. In that case electron transfer would be suppressed given the low density of states of unsupported graphene at that energy, but still possible for graphene supported on a metal [3]. For molecules adsorbed on a semiconductor, the LUMO* may form a bound exciton in the gap [4]. Here, we found especially interesting to consider the influence of thermal motion on the energy-level alignment and the absorption coefficient [5,6]. References [1] D. Cvetko, G. Fratesi, G. Kladnik, A. Cossaro, G.P. Brivio, L. Venkataraman, and A. Morgante, submitted. [2] A. Baby, G. Fratesi, S.R. Vaidya, L.L. Patera, C. Africh, L. Floreano, G.P. Brivio, J. Phys. Chem. C 119 (2015) 3624. [3] A. Ravikumar, A. Baby, H. Lin, G.P. Brivio, and G. Fratesi, Scientific Reports 6 (2016) 24603. [4] G. Fratesi, C. Motta, M. I. Trioni, G. P. Brivio, and D. Sánchez-Portal, J. Phys. Chem. C 118 (2014) 8775 [5] H. Lin, G. Fratesi, S. Selçuk, G.P. Brivio, and A. Selloni, J. Phys. Chem. C, 120 (2016) 3899. [6] M. Muller, D. Sànchez-Portal, H. Lin, G. Fratesi, G.P. Brivio, and A. Selloni, in preparation

    Wissenschaftliche Bibliographie Hilarion G. Petzold 1958 – 2014 mit Anhang von 2007 als Einführung

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    Dieses Archiv enthält die Gesamtbiliograpie der Werke des Autors bis Dez. 2013 nebst einiger Texte „Über H. G. Petzold“ und einen Anhang mit einer Einführung in die Struktur des Werkes in seinem wissenslogischen Aufbau als Ausarbeitung seines „Tree of Science Modells“ (2007).This archive contains the complete bibliography of the author up to Dec. 2013 and some texts about H. G. Petzold, moreover an appendix with an introduction to the structure of the work in its epistemological structure and composition as an elaborations of Petzold’s „Tree of Science Modell (2007).https://www.fpi-publikation.de/polyloge/01-2014-petzold-h-g-2014-wissenschaftliche-gesamtbibliographie-1958-2014/peerReviewedpublishedVersio

    Catalogus der Koloniale Bibliotheek van het Kon. Institut voor de Taal- , Land- en Volkenkunde van Ned. Indië en het Indisch Genootschap, door G. P. Rouffaer en W. C. Muller.

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    --- Supplement, door W. C. Muller. s'-Gravenhage, M. Nihoff, 1915-80. 7 v. 25 cm. Vol. 4 has subtitle: Anawinsten, 1936-1959; vvol. 6 has title: Catalogus van de aanwinsten ... 1970-1972, door H. L. Barre [et al.] Suppl. 7 has subtitle: Accessions for 1973.-- --- Aanwinsten sedert het afsluiten van den Catalogus. Opgave. s'-Gravenhage, M. Nihoff, 1909-23. 5 pts. 25 cm.Classed catalog. With two indices, author and title, and subject.Mode of access: Internet

    Automatic in-Operation Modal Analysis for the continuous monitoring of high-speed railway bridges

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    Steel-concrete composite bridges have been widely utilising in high-speed railways due to the reduced time and overall cost of the designing and construction phases. Of course a continuous improvement of the design procedures is requested to enhance safety and durability of these civil structures. To achieve these goals, the main point is a correct description of the dynamic behaviour of the structure during operation and in particular during train passages. Experimental test campaigns on existing structures and long-term vibration-based structural health monitoring are hence needed to have a more detailed information on the actual loading and fatigue resistance of this bridge typology, to be utilised for the improvement of numerical structural models. In-Operation Modal Analysis (OMA) has been developed because aimed at the experimental identification of structural dynamics models (i) based on output-only data and (ii) in those that are the real operating conditions. In the area of civil engineering where the possibility of performing a classical modal test of a large structure is complicated by how to obtain and measure the needed excitation inputs, OMA becomes the natural answer. With regards to the employment of permanent monitoring systems in this field, one has to recall that structural identification becomes closely related to the detection of changes in some of the system dynamics parameters - e. g. the time evolution of the natural frequencies - to single out the presence or the growth of a structural damage. In this paper, the possibility of performing an automatic OMA, acting in real time on the data of such a monitoring system has been analysed. The results coming by manually and automatically performing the Operational Modal Analysis of the experimental data have been successfully compared. In particular, two fundamental cases have been considered for the identification of the modal parameters of the bridge, (i) the pure ambient excitation in absence of rail vehicles and (ii) the free vibration of the bridge structure following a train passage
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