LEADER 01385nam 2200313Ia 450 001 996387520503316 005 20210104171819.0 035 $a(CKB)4940000000086846 035 $a(EEBO)2240887773 035 $a(OCoLC)ocm50805912e 035 $a(OCoLC)50805912 035 $a(EXLCZ)994940000000086846 100 $a20021018d1649 uy 0 101 0 $aeng 135 $aurbn||||a|bb| 200 14$aThe Marquesse of Ormond's letter to His Majestie$b[electronic resource] $econcerning the late fight betwixt the forces under his command, and the garrison of Dublin. : The copie whereof was taken out of His Majesties letter, and sent from S. Germain en Laye, bearing date the 25. of this instant, (new style) to an eminent person of this kingdome. : Together with the most considerable occurrences in relation to the appeasing of that kingdome, and embracing the princes interest 210 $a[S.l. $cs.n.]$dPrinted in the yeare, 1649 215 $a[2], 6 p 300 $aReproduction of original in: British Library. 330 $aeebo-0018 607 $aIreland$xHistory$y1649-1660$vSources 607 $aIreland$xChurch history 701 $aOrmonde$b James Butler$cDuke of,$f1610-1688.$01001840 801 0$bEAE 801 1$bEAE 906 $aBOOK 912 $a996387520503316 996 $aThe Marquesse of Ormond's letter to His Majestie$92342404 997 $aUNISA LEADER 01343nam a22003975i 4500 001 991002257579707536 007 cr nn 008mamaa 008 100427s2010 de | s |||| 0|eng d 020 $a9783642121531 035 $ab14145947-39ule_inst 040 $aBibl. Dip.le Aggr. Matematica e Fisica - Sez. Matematica$beng 082 04$a515.7$223 084 $aAMS 46B03 084 $aAMS 46B15 084 $aAMS 46B07 084 $aAMS 46B70 084 $aAMS 46M40 084 $aAMS 03E15 084 $aAMS 03E75 084 $aAMS 05D10 100 1 $aDodos, Pandelis$0478938 245 10$aBanach spaces and descriptive set theory :$bselected topics$h[e-book] /$cby Pandelis Dodos 260 $aBerlin :$bSpringer,$c2010 300 $a1 online resource (x, 160 p.) 440 0$aLecture Notes in Mathematics,$x0075-8434 ;$v1993 650 0$aMathematics 650 0$aFunctional analysis 650 0$aCombinatorics 650 0$aLogic, Symbolic and mathematical 773 0 $aSpringer eBooks 856 40$uhttp://dx.doi.org/10.1007/978-3-642-12153-1$zAn electronic book accessible through the World Wide Web 907 $a.b14145947$b03-03-22$c05-09-13 912 $a991002257579707536 996 $aBanach spaces and descriptive set theory$9261791 997 $aUNISALENTO 998 $ale013$b05-09-13$cm$d@ $e-$feng$gde $h0$i0 LEADER 03383oam 2200721I 450 001 9910786719403321 005 20230801230648.0 010 $a1-136-29876-2 010 $a0-203-11639-9 010 $a1-136-29877-0 024 7 $a10.4324/9780203116395 035 $a(CKB)2670000000353058 035 $a(EBL)1181052 035 $a(SSID)ssj0000884849 035 $a(PQKBManifestationID)12439982 035 $a(PQKBTitleCode)TC0000884849 035 $a(PQKBWorkID)10940789 035 $a(PQKB)11471144 035 $a(MiAaPQ)EBC1181052 035 $a(Au-PeEL)EBL1181052 035 $a(CaPaEBR)ebr10691749 035 $a(OCoLC)845254026 035 $a(OCoLC)842885717 035 $a(FINmELB)ELB135623 035 $a(EXLCZ)992670000000353058 100 $a20180706e20121979 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 14$aThe second coming $epopular millenarianism, 1780-1850 /$fJ.F.C. Harrison 210 1$aAbingdon, Oxon ;$aNew York, N.Y. :$cRoutledge,$d2012. 215 $a1 online resource (309 p.) 225 1 $aRoutledge Revivals 300 $aFirst published in 1979 by Routledge & Kegan Paul Ltd. 311 $a0-415-53115-2 311 $a0-415-52618-3 320 $aIncludes bibliographical references and index. 327 $aCover; Title; Copyright; Contents; PREFACE; ACKNOWLEDGMENTS; INTRODUCTION; PART I THE MILLENARIAN TRADITION; 1 THE HOPE OF THE MILLENNIUM; 2 PROPHETS AND PROPHESYINGS; 3 SIGNS AND WONDERS; PART II WORLD'S DOOM; 4 NEPHEW OF THE ALMIGHTY; 5 THE WOMAN CLOTHED WITH THE SUN; (i) THE PROPHETESS; (ii) TRUE BELIEVERS; 6 FALSE PROPHETS; PART III THE MILLENNIAL DAWN; 7 PECULIAR PEOPLES; 8 THROUGH A GLASS, DARKLY; NOTES AND REFERENCES; BIBLIOGRAPHICAL NOTE; INDEX 330 $aFirst published in 1979, The Second Coming is an experiment in the writing of popular history - a contribution to the history of the people who have no history and an exploration of some of the ideas, beliefs and ways of thinking of ordinary men and women in the late eighteenth and first half of the nineteenth centuries. Millenarianism is a conceptual tool with which to explore some aspects of popular thought and culture. It is also seen as an ideology of social change and as a continuing tradition, traced from the end of the seventeenth century to the 1790s, and is shown to be emb 410 0$aRoutledge revivals. 606 $aMillennialism$zGreat Britain$xHistory$y19th century 606 $aMillennialism$zGreat Britain$xHistory$y18th century 606 $aPublic opinion$zGreat Britain$xHistory$y18th century 606 $aPublic opinion$zGreat Britain$xHistory$y19th century 607 $aGreat Britain$xChurch history$y18th century 607 $aGreat Britain$xChurch history$y19th century 607 $aUnited States$xChurch history$y18th century 607 $aUnited States$xChurch history$y19th century 615 0$aMillennialism$xHistory 615 0$aMillennialism$xHistory 615 0$aPublic opinion$xHistory 615 0$aPublic opinion$xHistory 676 $a236.0942 700 $aHarrison$b J. F. C$g(John Fletcher Clews),$0968852 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910786719403321 996 $aThe second coming$93799970 997 $aUNINA LEADER 05372nam 2200709Ia 450 001 9911020479003321 005 20200520144314.0 010 $a9786612164910 010 $a9781282164918 010 $a1282164910 010 $a9780470611005 010 $a0470611006 010 $a9780470393581 010 $a0470393580 035 $a(CKB)2550000000006378 035 $a(EBL)479821 035 $a(OCoLC)520990425 035 $a(SSID)ssj0000340195 035 $a(PQKBManifestationID)11269218 035 $a(PQKBTitleCode)TC0000340195 035 $a(PQKBWorkID)10388007 035 $a(PQKB)11290185 035 $a(MiAaPQ)EBC479821 035 $a(Perlego)2763745 035 $a(EXLCZ)992550000000006378 100 $a20071022d2008 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aMaterials with rheological properties $ecalculation of structures /$fConstantin Cristescu 210 $aLondon $cISTE ;$aHoboken, NJ $cJohn Wiley$d2008 215 $a1 online resource (298 p.) 225 1 $aISTE ;$vv.15 300 $aDescription based upon print version of record. 311 08$a9781848210127 311 08$a1848210124 320 $aIncludes bibliographical references and index. 327 $aMaterials with Rheological Properties; Table of Contents; Chapter 1. Introduction; 1.1. Historical background; 1.2. Considering the plastic and rheological properties of materials in calculating and designing resistance structures for constructions; 1.3. The basis of the mathematical model for calculating resistance structures by taking into account the rheological properties of the materials; Chapter 2. The Rheological Behavior of Building Materials; 2.1. Preamble; 2.2. Structural steel for construction; 2.2.1. Structural steel for metal construction 327 $a2.2.2. Reinforcing steel (non-prestressed)2.2.3. Reinforcements, steel wire and steel wire products for prestressed concrete; 2.3. Concrete; Chapter 3. Composite Resistance Structures with Elements Built from Materials Having Different Rheological Properties; 3.1. Mathematical model for calculating the behavior of composite resistance structures: introduction; 3.2. Mathematical model for calculating the behavior of composite resistance structures. The formulation considering creep; 3.2.1. The effects of the long-term actions and loads: overview 327 $a3.2.1.1. Composite structures with discrete collaboration3.2.1.2. Composite structures with continuous collaboration; 3.2.1.3. Composite structures with complex composition; 3.2.2. The effect of repeated short-term variable load actions: overview; 3.3. Mathematical model for calculating the behavior of composite resistance structures. The formulation considering stress relaxation; 3.3.1. The effect of long-term actions and loads: overview; 3.3.1.1. Composite structures with discrete collaboration; 3.3.1.2. Composite structures with continuous collaboration 327 $a3.3.1.3. Composite structures with complex composition3.3.2. The effect of repeated short-term variable actions and loads: overview; 3.4. Conceptual aspects of the mathematical model of resistance structure behavior according to the rheological properties of the materials from which they are made; Chapter 4. Applications on Resistance Structures for Constructions; 4.1. Correction matrix; 4.1.1. The displacement matrix of the end of a perfectly rigid body due to unit displacements successively applied to the other end of a rigid body 327 $a4.1.2. The reaction matrix of the end of a perfectly rigid body due to unit forces successively applied to the other end of a rigid body4.2. Calculation of the composite resistance structures. Formulation according to the creep; 4.2.1. Preliminaries necessary to systematize the calculation of composite structures in the formulation according to the creep; 4.2.2. Composite structures with discrete collaboration; 4.2.3. Composite structures with continuous collaboration; 4.2.4. Composite structures with complex composition 327 $a4.3. The calculation of composite resistance structures. Formulation according to the stress relaxation 330 $aMaterials with Rheological Properties presents the evolution of the mathematical models used to calculate the resistance structures and the conditions which enable progress to be made in this field. The author presents equations describing the behavior of each possible type of resistance structure (with discrete collaboration, continuous collaboration and complex composition). These equations are then redefined in the particular concrete form for each type of structure, by using the notions and known parameters from the construction's statics. The mathematical models are then tested u 410 0$aISTE 606 $aBuilding materials$xMathematical models 606 $aBuilding materials$xAnalysis 606 $aRheology 615 0$aBuilding materials$xMathematical models. 615 0$aBuilding materials$xAnalysis. 615 0$aRheology. 676 $a624.1/8 700 $aCristescu$b Constantin$01839040 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911020479003321 996 $aMaterials with rheological properties$94418158 997 $aUNINA