scholarly journals Ham, Michael F., editor. The City in Russian History. Lexington: The University Press of Kentucky, 1976. Pp. viii, 350. Maps. $15.00

1976 ◽  
pp. 31
Author(s):  
Alan F. J. Artibise
Author(s):  
Howell A. Lloyd

Bodin arrived in Toulouse c.1550, a brief account of the economy, social composition, and governmental institutions of which opens the chapter. There follow comments on its cultural life and identification of its leading citizenry, with remarks on the treatment of alleged religious dissidents by the city itself, and especially on discordant intellectual influences at work in the University, most notably the Law Faculty and the modes of teaching there. The chapter’s second part reviews Bodin’s translation and edition of the Greek poem Cynegetica by Oppian ‘of Cilicia’, assessing the quality of his editorial work, the extent to which allegations of plagiarism levelled against him were valid, and the nature and merits of his translation. The third section recounts contemporary wrangling over educational provision in Toulouse and examines the Oratio in which Bodin argued the case for humanist-style educational provision by means of a reconstituted college there.


2005 ◽  
Vol 21 (4) ◽  
pp. 358-366 ◽  
Author(s):  
Silvija Jestrovic

In this article, Silvija Jestrovic introduces the notion of spatial inter-performativity to discuss theatre's relationship to actual political and cultural spaces. Focusing on the Berlin of the 1920s in performances of Brecht and Piscator, then on a street procession of the Générik Vapeur troupe that took place in Belgrade in 1994, she examines how theatrical and political spaces refer to and transform one another. Silvija Jestrovic was a SSHRC postdoctoral fellow at York University in Toronto, and has recently taken up an appointment in the School of Theatre Studies at the University of Warwick. She is currently working on a book-length project entitled Avant-Garde and the City.


1987 ◽  
Vol 8 (x) ◽  
pp. 263-275
Author(s):  
Richard Balme ◽  
Jeanne Becquart-Leclercq ◽  
Terry N. Clark ◽  
Vincent Hoffmann-Martinot ◽  
Jean-Yves Nevers

In 1983 we organized a conference on “Questioning the Welfare State and the Rise of the City” at the University of Paris, Nanterre. About a hundred persons attended, including many French social scientists and political activists. Significant support came from the new French Socialist government. Yet with Socialism in power since 1981, it was clear that the old Socialist ideas were being questioned inside and outside the Party and government—especially in the important decentralization reforms. There was eager interest in better ways to deliver welfare state services at the local level.


Author(s):  
Johannes Lechner ◽  
Jürgen Feix ◽  
Robert Hertle

<p>The Altstadtring-Tunnel is one of the essential east-west traffic routes in the city center of Munich and was constructed in the late 1960s. Segment 34 of the tunnel was built directly underneath the existing Prince-Carl- Palais, a historic building from 1804. Therefore 15 pre-stressed concrete girders with an effective depth of</p><p>3.5 m and a maximum span of up to 30 m were built which now form the tunnel roof slab. These girders were pre-stressed with steel nowadays well known for stress corrosion cracking. A recalculation of the slab showed that no ductile failure can be guaranteed in case of a progressive rupture of the tendons. Therefore, a concept for strengthening the slab was developed using concrete screw anchors as post installed bending and shear reinforcement. The concrete screw anchors are normally installed as anchoring elements in cracked and non- cracked concrete and are available with diameters up to 22 mm. Developing this concept further, it is straight forward to use these anchoring elements as post-installed reinforcement in existing concrete structures. This new strengthening system was developed at the University of Innsbruck in the last few years and can fulfill the special requirements of this project, such as installation of the strengthening system from underneath the tunnel slab during ongoing use of the structure. High strength steel with diameters of up to 63.5 mm will be used as post-installed bending reinforcement covered with a new shotcrete layer on the underside of the tunnel slab. In total 59.3 tons of new flexural reinforcement and 7199 concrete screws for strengthening the shear capacity of the girders will be used to ensure a ductile failure of the tunnel slab. The on-site work started in March 2019 and is expected to take two years to complete.</p>


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