47,651 research outputs found

    Mettmenstetten / Aufnahme: C. Pestalozzi, Stucky 1878, Wetli ; Revision: J. Benz, 1880 ; Gest. von H. Müllhaupt u. Sohn

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    METTMENSTETTEN / AUFNAHME: C. PESTALOZZI, STUCKY 1878, WETLI ; REVISION: J. BENZ, 1880 ; GEST. VON H. MÜLLHAUPT U. SOHN Topographischer Atlas der Schweiz (-) Mettmenstetten / Aufnahme: C. Pestalozzi, Stucky 1878, Wetli ; Revision: J. Benz, 1880 ; Gest. von H. Müllhaupt u. Sohn (Blatt 176) ( -

    Affoltern / Aufnahme: C. Pestalozzi, Denzler 1878 ; Revision J. Benz 1880 ; Gest. v. H. Müllhaupt u. Sohn

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    AFFOLTERN / AUFNAHME: C. PESTALOZZI, DENZLER 1878 ; REVISION J. BENZ 1880 ; GEST. V. H. MÜLLHAUPT U. SOHN Topographischer Atlas der Schweiz (-) Affoltern / Aufnahme: C. Pestalozzi, Denzler 1878 ; Revision J. Benz 1880 ; Gest. v. H. Müllhaupt u. Sohn (Blatt 174) ( -

    Nachricht von dem Priesteramtsjubeljahre und von einigen Lebensumständen Herrn Johann Gottfried Hermanns, der h. Schrift Doktors, kurfürstl. sächsischen Oberhofpredigers, Kirchen- und Oberkonsistorialraths zu Dresden / [Christian Wilhelm Schneider]

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    Verf. ermittelt nach handschriftl. Eintrag am Ende der Widmung im Ex. der ULB Sachsen-Anhalt (Halle)Vorlageform des Erscheinungsvermerks: Eisenach, gedrukt bei G. A. Meyer und Sohn, Herzogl. sächs. privil. Hofbuchdr. 1781

    Bayesian probabilistic damage detection of a reinforced-concrete bridge column

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    A Bayesian probabilistic approach for damage detection has been proposed for the continuous monitoring of civil structures (Sohn H, Law KH. Bayesian probabilistic approach for structure damage detection. Earthquake Engineering and Structural Dynamics 1997; 26: 1259-1281). This paper describes the application of the Bayesian approach to predict the location of plastic hinge deformation using the experimental data obtained from the vibration tests of a reinforced-concrete bridge column. The column was statically pushed incrementally with lateral displacements until a plastic hinge is fully formed at the bottom portion of the column. Vibration tests were performed at different damage stages. The proposed damage detection method was able to locate the damaged region using a simplified analytical model and the modal parameters estimated from the vibration tests, although (1) only the first bending and first torsional modes were estimated from the experimental test data, (2) the locations where the accelerations were measured did not coincide with the degrees of freedom of the analytical model, and (3) there existed discrepancies between the undamaged test structure and the analytical model. The Bayesian framework was able to systematically update the damage probabilities when new test data became available. Better diagnosis was obtained by employing multiple data sets than just by using each test data set separately. Copyright (C) 2000 John Wiley & Sons, Ltd.The "rst author wishes to express his sincere thanks to Professor Gerard C. Pardoen and his students at the University of California at Irvine for providing an opportunity to observe the bridge column test. Also, the authors are indebted to Dr Charles R. Farrar and Dr Scott W. Doebling of the Los Alamos National Laboratory for providing the vibration test data. This research was partially sponsored by the National Science Foundation under Grant No. CMS-95261-2

    Letter from C. H. Gensler, Havasupai Agency to Carl Hayden

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    Letter from C. H. Gensler expressing concern on behalf of the Havasupai Tribe regarding the proposed park boundaries

    Citations of the author H C Rajpoot

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    The list of the articles, research papers, theses, and book chapters globally citing the author H. C. Rajpoot</p

    Letter from Carl Hayden to C. H. Gensler

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    Letter from Carl Hayden to C. H. Gensler informing him of the proposed Grand Canyon National Park bill

    Letter from C. H. Gensler, Havasupai Agency to Carl Hayden

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    Letter from C. H. Gensler to Carl Hayden asking for a meeting in regards to the Havasupai pasture land in light of the national park bill

    Silver-Mediated Direct sp(3) C-H Bond Functionalization

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    Direct sp(3) C-H bond functionalization is an efficient, straightforward, and powerful method to construct new C-X (X = C, N, F, S) bonds from nonfunctionalized aliphatic motif of organic molecules, which has been used in late-stage modification of complex molecules. In this chapter, the recent developments of silver-mediated direct sp(3) C-H functionalizations are reviewed, categorized by C-C bond formation (C-H insertion), C-N bond formation (intramolecular and intermolecular amination/amidation), C-F bond formation, and C-S bond formation.SCI(E)[email protected]
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