00944cam0 22002771 450 SOBE0002227920120209091737.020120209d1928 |||||ita|0103 baitaIT<<La >>paradadi Joaquim Ruyzatraduzione di V. TodescoLancianoG. Carabba1928XVI, 188 p.17 cmScrittori italiani e stranieri001SOBE000166052001 *Scrittori italiani e stranieriRuyra, JoaquimSOBA00002764070164070Tedesco, V.SOBA00002765070ITUNISOB20120209RICAUNISOBUNISOB000|Coll|55|K74377SOBE00022279M 102 Monografia moderna SBNM000|Coll|55|K000026SI74377acquistoIvittoriniUNISOBUNISOB20120209091347.020120323125219.0vittoriniParada1719006UNISOB01823nam 2200553 450 991048068750332120170822123533.01-4704-1723-5(CKB)3710000000386415(SSID)ssj0001261079(PQKBManifestationID)12486710(PQKBTitleCode)TC0001261079(PQKBWorkID)11320039(PQKB)11754632(MiAaPQ)EBC5295305(PPN)195408721(EXLCZ)99371000000038641520180606d2014 uy 0engurcnu||||||||txtccrTo an effective local Langlands correspondence /Colin J. Bushnell, Guy HenniartProvidence, Rhode Island :American Mathematical Society,[2014]©20141 online resource (v, 88 pages)Memoirs of the American Mathematical Society ;Volume 231, Number 1087"Volume 231, number 1087 (fourth of 5 numbers), September 2014."0-8218-9417-X Includes bibliographical references.Memoirs of the American Mathematical Society ;0065-9266.Volume 232, Number 1084.Automorphic formsLocal fields (Algebra)Representations of groupsElectronic books.Automorphic forms.Local fields (Algebra)Representations of groups.512/.482Bushnell Colin J(Colin John),1947-56721Henniart Guy.MiAaPQMiAaPQMiAaPQBOOK9910480687503321To an effective local Langlands correspondence2150737UNINA01141nam a2200301 i 450099100340416970753620020503191458.0940711s1991 uk ||| | eng 0415063884b10500650-39ule_instEXGIL120240ExLDip.to Filol. Ling. e Lett.ita821.7Wordsworth, William163540Lyrical Ballads /Wordsworth and Coleridges ; the text of the 1798 edition with the additional 1800 poems and the prefaces edited with intorduction, notes and appendices by R.L. Brett and A. R. Jones2. edLondon and New York :Routledge,1991LIV, 346 p. ;20 cm.Poesia ingleseColeridge, Samuel TaylorBrett, R. L.Jones, A.R..b1050065021-09-0627-06-02991003404169707536LE008 FL.M. (IN) D 1491LE008N-8977le008-E0.00-nm 00000.i1057739727-06-02Lyrical ballads146869UNISALENTOle00801-01-94ma -enguk 0103896nam a2200361Ii 4500991003242949707536070806s2003 enka sb 001 0 eng d97819039963791903996376b13654263-39ule_instBibl. Dip.le Aggr. Ingegneria Innovazione - Sez. Ingegneria Innovazioneeng624.122Motro, René,1946-596330Tensegrity[e-book] :structural systems for the future /René MotroLondon ;Sterling, VA :Kogan Page Science,2003xvii, 238 p. :ill. ;24 cmIncludes bibliographical references (p. [228]-236) and index1. Introduction -- 2. History and definitions -- 2-1. Introduction; 2-2. History; 2-3. Definitions; 2-4. Conclusion -- 3. Fundamental concepts -- 3-1. Introduction; 3-2. Relational structure; 3-3. Geometry and stability; 3-4. Selfstress states and mechanisms; 3-5. Conclusion -- 4. Typologies -- 4-1. Introduction; 4-2. Typology criteria and codification; 4-3. Elementary cells or spherical cells; 4-4. Assemblies of cells; 4-5. Conclusion -- 5. Models -- 5-1. Introduction; 5-2. Problems to solve; 5-3. Form finding; 5-4. Selfstress and mechanisms; 5-5. Selftress qualification; 5-6. Designing tensegrity systems; 5-7. Active control; 5-8. Conclusion -- 6. Foldable tensegrities -- 6-1. Introduction; 6-2. Folding principle; 6-3. Foldable modules; 6-4. Foldable assemblies; 6-5. Folding design; 6-6. Simulation of the folding process; 6-7. Modelling the contact of two struts; 6-8. Conclusion -- 7. Tensegrity: Latest And future developments -- 7-1. Introduction; 7-2. New tensegrity grids; 7-3. Other projects; 7-4. Tensegrity as a structural principle; 7-5. Conclusion -- 8. Bibliography -- 9. AppendicesThe word tensegrity results from the contraction of tensional and integrity, a word created by Richard Buckminster Fuller. He went on to describe tensegrity structures as islands of compression in an ocean of tension, and Reň Motro has developed a comprehensive definition which is systems in a stable self equilibriated system comprising a discontinuous set of compressed components inside a continuum of tensioned components. This publication represents the life work of a leading exponent of a revolutionary and exciting method of structural design. * Represents the life work of a leading exponent of a revolutionary and exciting method of structural design * Applicable to architecture as an established structural system, can also be applied to other fields * Design professionals will be able to design better structures. Interested non-professionals will experience the great pleasure of being able to say "I understand why the Hisshorn tower stands up"Electronic reproduction.Amsterdam :Elsevier Science & Technology,2007.Mode of access: World Wide Web.System requirements: Web browser.Title from title screen (viewed on Aug. 2, 2007).Access may be restricted to users at subscribing institutionsGeodesic domesStructural analysis (Engineering)Electronic books.localOriginal19039963769781903996379(DLC) 2003007305(OCoLC)53325359Referexhttp://www.sciencedirect.com/science/book/9781903996379An electronic book accessible through the World Wide Web; click for informationTable of contents onlyhttp://catdir.loc.gov/catdir/toc/ecip042/2003007305.htmlBook review (E-STREAMS)http://www.e-streams.com/es0805/es0805%5F4106.htmlPublisher descriptionhttp://catdir.loc.gov/catdir/enhancements/fy0614/2003007305-d.html.b1365426303-03-2224-01-08991003242949707536Tensegrity990831UNISALENTOle02624-01-08m@ -engenk00