| |
|
|
|
|
|
|
|
|
1. |
Record Nr. |
UNINA9910451070603321 |
|
|
Titolo |
European security after Iraq [[electronic resource] /] / edited by Norrie MacQueen, Trine Flockhart |
|
|
|
|
|
|
|
Pubbl/distr/stampa |
|
|
Leiden ; ; Boston, : Brill, 2006 |
|
|
|
|
|
|
|
ISBN |
|
1-281-39956-6 |
9786611399566 |
90-474-0994-9 |
|
|
|
|
|
|
|
|
Descrizione fisica |
|
|
|
|
|
|
Altri autori (Persone) |
|
MacQueenNorrie <1950-> |
FlockhartTrine |
|
|
|
|
|
|
|
|
Disciplina |
|
|
|
|
|
|
Soggetti |
|
National security - Europe |
Iraq War, 2003-2011 - Influence |
Electronic books. |
Europe Military policy |
|
|
|
|
|
|
|
|
Lingua di pubblicazione |
|
|
|
|
|
|
Formato |
Materiale a stampa |
|
|
|
|
|
Livello bibliografico |
Monografia |
|
|
|
|
|
Note generali |
|
"First published as a special issue of 'Perspectives on European politics and society, ' volume 5, no. 3, 2004"--T.p. verso. |
|
|
|
|
|
|
|
|
Nota di bibliografia |
|
Includes bibliographical references and index. |
|
|
|
|
|
|
|
|
|
|
|
|
|
2. |
Record Nr. |
UNISA996384475003316 |
|
|
Autore |
Erasmus Desiderius <d. 1536.> |
|
|
Titolo |
Jvlivs secundus [[electronic resource] ] : dialogvs anonymi cujusdam authoris festivus sane ac elegans : interlocutores Julius, Genius, S. Petrus : lector risum cohibe : dialogo præfixum est ab editore Colliquim, dialogistæ quæ fieri potuit, exquirendo destinatum, quem magnum illum fuisse Erasmum, tam rationibus, quam testimoniis effictur : Julio Secundo accessit Euclides catholicus, Rom. ecclesiæ fidem non minùs lepide demonstrans, quàm mores artesque Rom. pontificum graphice depinxit Erasmus |
|
|
|
|
|
|
|
Pubbl/distr/stampa |
|
|
Oxonii, : [s.n.], MDCLXXX [1680] |
|
|
|
|
|
|
|
Descrizione fisica |
|
|
|
|
|
|
Lingua di pubblicazione |
|
|
|
|
|
|
Formato |
Materiale a stampa |
|
|
|
|
|
Livello bibliografico |
Monografia |
|
|
|
|
|
Note generali |
|
"Though Erasmus repeatedly denied the authorship of this work, modern scholars are agreed that he wrote it. CF. P.S. Allen Opus epistolarum Des. Erasmi, II, p. 418-20, & The age of Erasmus, p. 184-89; Erasmi opuscula, ed. by W.K. Ferguson, p. 38-54; & J.B. Pineau in Revue de littērature compareé, V (1925) p. 385-415."--NUC pre-1956 imprints. |
Item at reel 1637:2 is a replacement copy for the incomplete Union Theological Seminary Library copy at reel 1405:29. |
Reproduction of originals in the Union Theological Seminary Library, New York, and the Huntington Library. |
|
|
|
|
|
|
|
|
Sommario/riassunto |
|
|
|
|
|
|
|
|
|
|
|
|
|
3. |
Record Nr. |
UNINA9910773291403321 |
|
|
Autore |
Stiehl Cevin |
|
|
Titolo |
Beitrag zur Vorbemessung der Biegeverstärkung von Stahlbetonbauteilen mit Rechteckquerschnitt mittels aufgeklebten CFK-Lamellen |
|
|
|
|
|
|
|
Pubbl/distr/stampa |
|
|
Leipzig, : HTWK Leipzig - OA-Hochschulverlag, 2020 |
|
|
|
|
|
|
|
ISBN |
|
|
|
|
|
|
Descrizione fisica |
|
|
|
|
|
|
Soggetti |
|
Electronics & communications engineering |
|
|
|
|
|
|
Lingua di pubblicazione |
|
|
|
|
|
|
Formato |
Materiale a stampa |
|
|
|
|
|
Livello bibliografico |
Monografia |
|
|
|
|
|
Sommario/riassunto |
|
"Since 2012, the subsequent reinforcement of reinforced concrete components with bonded reinforcement has been regulated in a separate guideline. This includes the dimensioning of the adhesively bonded strips made of carbon fiber reinforced plastic (CFRP), which, in addition to the complex iterative bending design, have a very complex bonding behavior. For this purpose, the German Committee for Structural Concrete developed a model for the verification based on experimental evaluations, in which the occurring tensile forces are partly transferred into the component via intermediate elements (partial distances between flexural cracks). Simultaneously, simplified but more inaccurate verification formats were made available to reduce the complexity of the verification. For an early assessment of the use of bonded CFRP strips, different tools have been developed in this paper for reinforced concrete components with a rectangular cross-section depending on the different verification formats. For this purpose, the design parameters were
considered separately for pure bending strength and bonding behavior. For a simple calculation, tables for the design with dimensionless coefficients were obtained by analogy with the reinforced concrete construction, with which the required cross-section area for the CFRP strips can be determined by means of a limited stretching from the simplified verification of the flexural load bearing capacity. For a more |
|
|
|
|
|
|
|
|
|
|
economical solution, the more precise verification of the force transmission on the intermediate elements was configured in an Excel workbook, because this results in an extraordinary iterative calculation effort." |
|
|
|
|
|
| |