LEADER 02000nam 2200397Ia 450 001 996389848903316 005 20200824132242.0 035 $a(CKB)4940000000094241 035 $a(EEBO)2240932671 035 $a(OCoLC)ocm57402341e 035 $a(OCoLC)57402341 035 $a(EXLCZ)994940000000094241 100 $a20050111d1529 uy 0 101 0 $aeng 135 $aurbn||||a|bb| 200 12$aA very frutefull and pleasant boke called the Instructio[n] of a Christen woma[n]/$b[electronic resource] /$fmade fyrst in Laten/ and dedicated vnto the quenes good grace/ by the right famous clerke mayster Lewes Uiues/ ; and turned out of Laten into Englysshe by Rycharde Hyrd. Whiche boke who so redeth diligently shall haue knowlege [sic] of many thynges/ wherin he shal take great pleasure/ and specially women shal take great co[m]modyte and frute towarde the[n]crease of vertue & good maners. 210 $a[London] $cImprinted at London in Fletestreet/ in the house of Thomas Berthelet nere to the Cundite/ at the sygne of Lucrece.$d[1529?] 215 $a[318] p 300 $aImprint from colophon; date suggested by STC (2nd ed.). 300 $aTitle within ornamental border (McK. & Ferg. 11); initials. 300 $aB?r catchword "to"; C?r line 1 "co[m]aunde". 300 $aSignatures: A³ B-Y? a-r? s? 300 $aNote in ms. on condition of this item on second blank leaf, signed: B. Quaritch, 28.5.30. 300 $a"Cum priuilegio a rege indulto."--Colop. 300 $aReproduction of original in: Folger Shakespeare Library. 330 $aeebo-0055 606 $aWomen$xEducation, Medieval$vEarly works to 1800 615 0$aWomen$xEducation, Medieval 700 $aVives$b Juan Luis$f1492-1540.$0330633 701 $aHyrd$b Richard$01014146 801 0$bEAE 801 1$bEAE 906 $aBOOK 912 $a996389848903316 996 $aA very frutefull and pleasant boke called the Instructio of a Christen woman$92361819 997 $aUNISA LEADER 00922nam a2200217 i 4500 001 991000732039707536 005 20020507172900.0 008 960717s1974 ||| ||| | ita 035 $ab1074969x-39ule_inst 035 $aLE01301462$9ExL 040 $aDip.to Matematica$beng 100 1 $aLerario, Leila$0534831 245 10$aCaratterizzazione dell'entropia di Shannon. Tesi di laurea /$claureanda Lerario Leila ; relat. Carlo Sempi 260 $aLecce :$bUniversità degli studi. Facoltà di Scienze. Corso di laurea in Matematica,$c1974-75 700 1 $aSempi, Carlo 907 $a.b1074969x$b02-04-14$c28-06-02 912 $a991000732039707536 945 $aLE013 TES 1974/75 LER1$g1$i2013000054919$lle013$o-$pE0.00$q-$rl$s- $t0$u0$v0$w0$x0$y.i10842482$z28-06-02 996 $aCaratterizzazione dell'entropia di Shannon. Tesi di laurea$9911596 997 $aUNISALENTO 998 $ale013$b01-01-96$cm$da $e-$feng$gxx $h0$i1 LEADER 05024nam 2200589Ia 450 001 9911004697303321 005 20200520144314.0 010 $a1-280-74675-0 010 $a9786610746750 010 $a0-08-046762-8 035 $a(CKB)1000000000365140 035 $a(EBL)283955 035 $a(OCoLC)469397278 035 $a(SSID)ssj0000132635 035 $a(PQKBManifestationID)11146274 035 $a(PQKBTitleCode)TC0000132635 035 $a(PQKBWorkID)10039235 035 $a(PQKB)10675598 035 $a(MiAaPQ)EBC283955 035 $a(EXLCZ)991000000000365140 100 $a20061027d2007 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aCritical excitation methods in earthquake engineering /$fIzuru Takewaki 210 $aAmsterdam ;$aOxford $cElsevier$d2007 215 $a1 online resource (287 p.) 300 $aDescription based upon print version of record. 311 $a0-08-045309-0 320 $aIncludes bibliographical references and index. 327 $aFront Cover; Critical Excitation Methods in Earthquake Engineering; Copyright Page; Contents; Preface; Permission Details; Chapter 1: Overview of Seismic Critical Excitation Method; 1.1 What is critical excitation?; 1.2 Origin of critical excitation method (Drenick's approach); 1.3 Shinozuka's approach; 1.4 Historical sketch in early stage; 1.5 Various measures of criticality; 1.6 Subcritical excitation; 1.7 Stochastic excitation; 1.8 Convex models; 1.9 Nonlinear or elastic-plastic SDOF system; 1.10 Elastic-plastic MDOF system; 1.11 Critical envelope function; 1.12 Robust structural design 327 $a1.13 Critical excitation method in earthquake-resistant designChapter 2: Critical Excitation for Stationary and Non-stationary Random Inputs; 2.1 Introduction; 2.2 Stationary input to single-degree-of-freedom model; 2.3 Stationary input to multi-degree-of-freedom model; 2.4 Conservativeness of bounds; 2.5 Non-stationary input to SDOF model; 2.6 Non-stationary input to MDOF model; 2.7 Numerical examples for SDOF model; 2.8 Numerical examples for MDOF model; 2.9 Conclusions; Chapter 3: Critical Excitation for Non-proportionally Damped Structural Systems; 3.1 Introduction 327 $a3.2 Modeling of input motions3.3 Response of non-proportionally damped model to non-stationary random excitation; 3.4 Critical excitation problem; 3.5 Solution procedure; 3.6 Critical excitation for acceleration (proportional damping); 3.7 Numerical examples (proportional damping); 3.8 Numerical examples (non-proportional damping); 3.9 Numerical examples (various types of damping concentration); 3.10 Conclusions; Chapter 4: Critical Excitation for Acceleration Response; 4.1 Introduction; 4.2 Modeling of input motions 327 $a4.3 Acceleration response of non-proportionally damped model to non-stationary random input4.4 Critical excitation problem; 4.5 Solution procedure; 4.6 Numerical examples; 4.7 Model with non-proportional damping-1; 4.8 Model with non-proportional damping-2; 4.9 Model with proportional damping; 4.10 Conclusions; Chapter 5: Critical Excitation for Elastic-Plastic Response; 5.1 Introduction; 5.2 Statistical equivalent linearization for SDOF model; 5.3 Critical excitation problem for SDOF model; 5.4 Solution procedure 327 $a5.5 Relation of critical response with inelastic response to recorded ground motions5.6 Accuracy of the proposed method; 5.7 Criticality of the rectangular PSD function and applicability in wider parameter ranges; 5.8 Critical excitation for MDOF elastic-plastic structures; 5.9 Statistical equivalent linearization for MDOF model; 5.10 Critical excitation problem for MDOF model; 5.11 Solution procedure; 5.12 Relation of critical response with inelastic response to recorded ground motions; 5.13 Accuracy of the proposed method; 5.14 Conclusions 327 $aChapter 6: Critical Envelope Function for Non-stationary Random Earthquake Input 330 $aSince the occurrence of earthquakes and their properties are very uncertain even with the present knowledge, it is too difficult to define reasonable design ground motions especially for important buildings. In the seismic resistant design of building structures, the concept of 'performance-based design' has become a new paradigm guaranteeing the maximum satisfaction of building owners. The quality and reliability of the performance-based design certainly depend on the scientific rationality of design ground motions. In order to overcome this problem, a new paradigm has to be posed. To the 606 $aEarthquake engineering 606 $aEngineering 615 0$aEarthquake engineering. 615 0$aEngineering. 676 $a624.1762 700 $aTakewaki$b Izuru$0772035 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911004697303321 996 $aCritical excitation methods in earthquake engineering$94388398 997 $aUNINA