LEADER 02366nam 2200589 450 001 9910480105003321 005 20170822145557.0 010 $a88-921-5228-9 035 $a(CKB)3710000000453035 035 $a(EBL)2097437 035 $a(SSID)ssj0001576558 035 $a(PQKBManifestationID)16245713 035 $a(PQKBTitleCode)TC0001576558 035 $a(PQKBWorkID)14854957 035 $a(PQKB)10106223 035 $a(MiAaPQ)EBC2097437 035 $a(EXLCZ)993710000000453035 100 $a20150801h20122012 uy 0 101 0 $aita 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDall'insolvenza al sovraindebitamento $eInteresse del debitore alla liberazione e ristrutturazione dei debiti /$fEnza Pellecchia 210 1$aTurin, Italy :$cG. Giappichelli Editore,$d2012. 210 4$d©2012 215 $a1 online resource (261 p.) 225 1 $aStudi Di Diritto Privato ;$v46 300 $aDescription based upon print version of record. 311 $a88-348-3621-9 327 $aCover; Quartino ok; Dedica; Citazione; Indice; Introduzione; Capitolo I - Insolvenza e sovraindebitamento; Capitolo II - Le regole sulla contrattazione come possibile argine al sovraindebitamento; Capitolo III - L'incerto emergere del paradigma del "credito responsabile"; Capitolo IV - Modelli di trattamento del sovraindebitamento. Pacta sunt servanda?; Capitolo V - La legge n. 3/2012 e la procedura per la composizione delle crisi da sovraindebitamento. L'interesse del debitore alla ristrutturazione dei debiti; Capitolo VI - Il d.l. n. 179/2012 e il sovraindebitamento del consumatore 410 0$aStudi di Diritto Privato; Collana diretta da F.D. Busnelli, S. Patti, V. Scalisi, P. Zatti 606 $aDebtor and creditor$zItaly 606 $aDebt relief$zItaly 606 $aBankruptcy$zItaly 606 $aBankruptcy 606 $aDebt relief 608 $aElectronic books. 615 0$aDebtor and creditor 615 0$aDebt relief 615 0$aBankruptcy 615 0$aBankruptcy. 615 0$aDebt relief. 676 $a346.45077 700 $aPellecchia$b Enza$0478092 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910480105003321 996 $aDall'insolvenza al sovraindebitamento$9265278 997 $aUNINA LEADER 00957nam a2200253 i 4500 001 991000758939707536 008 100603s19961996it a 000 0 ita d 020 $a8881832844 035 $ab13907001-39ule_inst 040 $aBiblioteca Interfacoltà$bita 082 04$a722.2 100 1 $aHabachi, Labib $0473136 245 14$aGli obelischi egizi :$bi grattacieli dell'antichità /$cLabib Habachi 250 $aEd. integrale 260 $aRoma :$bTascabili economici Newton,$c1996 300 $a144 p., [21] c. di tav. :$bill. ;$c22 cm. 440 0$aGrandi Tascabili Economici ;$v380 650 4$aArchitettura$zEgitto antico 907 $a.b13907001$b02-04-14$c03-06-10 912 $a991000758939707536 945 $aLE002 Museo Papirologico BELT 722.2 HAB$g1$i2002000612410$lle002$og$pE5.00$q-$rn$so $t0$u0$v0$w0$x0$y.i15139797$z03-06-10 996 $aObelischi egizi$9227851 997 $aUNISALENTO 998 $ale002$b03-06-10$cm$da $e-$fita$git $h0$i0 LEADER 05418nam 2201225z- 450 001 9910557128003321 005 20210501 035 $a(CKB)5400000000040774 035 $a(oapen)https://directory.doabooks.org/handle/20.500.12854/68664 035 $a(oapen)doab68664 035 $a(EXLCZ)995400000000040774 100 $a20202105d2020 |y 0 101 0 $aeng 135 $aurmn|---annan 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 00$aRecent Advances in the Design of Structures with Passive Energy Dissipation Systems 210 $aBasel, Switzerland$cMDPI - Multidisciplinary Digital Publishing Institute$d2020 215 $a1 online resource (266 p.) 311 08$a3-03936-060-4 311 08$a3-03936-061-2 330 $aPassive vibration control plays a crucial role in structural engineering. Common solutions include seismic isolation and damping systems with various kinds of devices, such as viscous, viscoelastic, hysteretic, and friction dampers. These strategies have been widely utilized in engineering practice, and their efficacy has been demonstrated in mitigating damage and preventing the collapse of buildings, bridges, and industrial facilities. However, there is a need for more sophisticated analytical and numerical tools to design structures equipped with optimally configured devices. On the other hand, the family of devices and dissipative elements used for structural protection keeps evolving, because of growing performance demands and new progress achieved in materials science and mechanical engineering. This Special Issue collects 13 contributions related to the development and application of passive vibration control strategies for structures, covering both traditional and innovative devices. In particular, the contributions concern experimental and theoretical investigations of high-efficiency dampers and isolation bearings; optimization of conventional and innovative energy dissipation devices; performance-based and probability-based design of damped structures; application of nonlinear dynamics, random vibration theory, and modern control theory to the design of structures with passive energy dissipation systems; and critical discussion of implemented isolation/damping technologies in significant or emblematic engineering projects. 606 $aHistory of engineering and technology$2bicssc 610 $a"double-step" characteristics 610 $aadjacent buildings 610 $aBase-Isolated Buildings 610 $abearing displacement 610 $acable bracing 610 $acable-stayed bridges 610 $aconstrained multi-objective optimization 610 $acyclic loading test 610 $ad-MTMDs 610 $adamped structures 610 $adisplacement-dependent damping 610 $adistributed damping systems 610 $aearthquake 610 $aenergy dissipation 610 $aenergy dissipation capability 610 $aenergy dissipation devices 610 $aenergy-dissipation systems 610 $agraphical approach 610 $ahigh-rise buildings 610 $ahigh-tech factory 610 $ahorizontal connection 610 $ahybrid control 610 $ahybrid genetic algorithm 610 $ahysteretic behavior 610 $aincremental dynamic analysis 610 $ainerter 610 $ainerter system 610 $ainertial mass damper 610 $alead rubber bearing 610 $ametal damper 610 $amotion-based design 610 $amoving crane 610 $aMTMDs 610 $amulti-degree of freedom 610 $amultibuilding systems 610 $anegative stiffness device 610 $aoptimal design 610 $aoptimal placement 610 $aparallel computing 610 $aparametric study 610 $apassive structural control 610 $apassive vibration control 610 $aperformance parameter 610 $apounding protection 610 $aprecast concrete structure 610 $aprefabricated shear wall structural systems 610 $apushover test 610 $areliability analysis 610 $aseismic isolation 610 $aseismic performance 610 $aseismic pounding 610 $aseismic protection 610 $aseismic test 610 $ashake table 610 $asoil structure interaction 610 $astay cable 610 $astiffness lifting 610 $aSTMD 610 $astochastic dynamic analysis 610 $astructural control 610 $asuspension bridges 610 $asynchronous multi-point pressure measurement 610 $atuned mass damper 610 $auncertainty conditions 610 $avibration 610 $avibration control 610 $aviscous damper 610 $awind load 610 $awind tunnel test 610 $awind-induced response 615 7$aHistory of engineering and technology 700 $aRicciardi$b Giuseppe$4edt$0311041 702 $aDe Domenico$b Dario$4edt 702 $aZhang$b Ruifu$4edt 702 $aRicciardi$b Giuseppe$4oth 702 $aDe Domenico$b Dario$4oth 702 $aZhang$b Ruifu$4oth 906 $aBOOK 912 $a9910557128003321 996 $aRecent Advances in the Design of Structures with Passive Energy Dissipation Systems$93011693 997 $aUNINA LEADER 03280nam 22006855 450 001 9910483359003321 005 20250609110929.0 010 $a9783540315520 010 $a3540315527 024 7 $a10.1007/b104912 035 $a(CKB)1000000000231910 035 $a(DE-He213)978-3-540-31552-0 035 $a(SSID)ssj0000315664 035 $a(PQKBManifestationID)11211609 035 $a(PQKBTitleCode)TC0000315664 035 $a(PQKBWorkID)10264542 035 $a(PQKB)10831768 035 $a(MiAaPQ)EBC6283451 035 $a(MiAaPQ)EBC4976043 035 $a(Au-PeEL)EBL4976043 035 $a(CaONFJC)MIL140212 035 $a(OCoLC)1024261838 035 $a(PPN)123090938 035 $a(MiAaPQ)EBC5585655 035 $a(EXLCZ)991000000000231910 100 $a20100806d2005 u| 0 101 0 $aeng 135 $aurnn#008mamaa 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aAbstract Harmonic Analysis of Continuous Wavelet Transforms /$fby Hartmut Führ 205 $a1st ed. 2005. 210 1$aBerlin, Heidelberg :$cSpringer Berlin Heidelberg :$cImprint: Springer,$d2005. 215 $a1 online resource (X, 193 p.) 225 1 $aLecture Notes in Mathematics,$x0075-8434 ;$v1863 300 $aBibliographic Level Mode of Issuance: Monograph 311 08$a9783540242598 311 08$a3540242597 320 $aIncludes bibliographical references (pages [185]-190) and index. 327 $aIntroduction -- Wavelet Transforms and Group Representations -- The Plancherel Transform for Locally Compact Groups -- Plancherel Inversion and Wavelet Transforms -- Admissible Vectors for Group Extension -- Sampling Theorems for the Heisenberg Group -- References -- Index. 330 $aThis volume contains a systematic discussion of wavelet-type inversion formulae based on group representations, and their close connection to the Plancherel formula for locally compact groups. The connection is demonstrated by the discussion of a toy example, and then employed for two purposes: Mathematically, it serves as a powerful tool, yielding existence results and criteria for inversion formulae which generalize many of the known results. Moreover, the connection provides the starting point for a ? reasonably self-contained ? exposition of Plancherel theory. Therefore, the book can also be read as a problem-driven introduction to the Plancherel formula. 410 0$aLecture Notes in Mathematics,$x0075-8434 ;$v1863 606 $aHarmonic analysis 606 $aFourier analysis 606 $aAbstract Harmonic Analysis$3https://scigraph.springernature.com/ontologies/product-market-codes/M12015 606 $aFourier Analysis$3https://scigraph.springernature.com/ontologies/product-market-codes/M12058 615 0$aHarmonic analysis. 615 0$aFourier analysis. 615 14$aAbstract Harmonic Analysis. 615 24$aFourier Analysis. 676 $a515.2433 700 $aFu?hr$b Hartmut$4aut$4http://id.loc.gov/vocabulary/relators/aut$00 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910483359003321 996 $aAbstract harmonic analysis of continuous wavelet transforms$9230757 997 $aUNINA