LEADER 00985cam0-22003491i-450- 001 990007762870403321 005 20050406134449.0 010 $a88-13-19021-2 035 $a000776287 035 $aFED01000776287 035 $a(Aleph)000776287FED01 035 $a000776287 100 $a20030814d1995----km-y0itay50------ba 101 0 $aita 102 $aIT 200 1 $aPersona e mass media$ela tutela della persona nelle trasmissioni televisive tra autonomia contrattuale e diritti fondamentali$fClaudia Ridolfi 210 $aPadova$cCEDAM$d1995 215 $aXI, 124 p.$d24 cm 676 $a346 676 $a346.01 700 1$aRidolfi,$bClaudia$0262655 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990007762870403321 952 $a19-E-212$b8425$fDDCP 952 $aA-I-A-105$b7308 dip$fDDRC 952 $aIX B 25$b1395$fDDCIC 959 $aDDCP 959 $aDDRC 959 $aDDCIC 996 $aPersona e mass media$9667377 997 $aUNINA LEADER 01634nam 22005534a 450 001 9910454999203321 005 20200520144314.0 010 $a0-313-00686-5 035 $a(CKB)111056485430252 035 $a(OCoLC)614529758 035 $a(CaPaEBR)ebrary10023082 035 $a(SSID)ssj0000136878 035 $a(PQKBManifestationID)11150368 035 $a(PQKBTitleCode)TC0000136878 035 $a(PQKBWorkID)10087580 035 $a(PQKB)11568948 035 $a(MiAaPQ)EBC3000776 035 $a(Au-PeEL)EBL3000776 035 $a(CaPaEBR)ebr10023082 035 $a(OCoLC)55223661 035 $a(EXLCZ)99111056485430252 100 $a20010806d2002 uy 0 101 0 $aeng 135 $aurcn||||||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDepression$b[electronic resource] $eself-consciousness, pretending, and guilt /$fErnest Keen 210 $aWestport, Conn. $cPraeger$d2002 215 $a1 online resource (153 p.) 300 $aBibliographic Level Mode of Issuance: Monograph 311 $a0-275-97567-3 320 $aIncludes bibliographical references (p. [123]-127) and indexes. 606 $aDepression, Mental 606 $aGuilt 606 $aSelf-consciousness (Sensitivity) 608 $aElectronic books. 615 0$aDepression, Mental. 615 0$aGuilt. 615 0$aSelf-consciousness (Sensitivity) 676 $a616.85/27 700 $aKeen$b Ernest$f1937-$0957678 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910454999203321 996 $aDepression$92169147 997 $aUNINA LEADER 05850nam 2200649 a 450 001 9910141215703321 005 20230331234819.0 010 $a1-299-31450-3 010 $a1-119-97823-8 010 $a1-119-95187-9 010 $a1-119-97822-X 035 $a(CKB)2670000000133000 035 $a(EBL)822110 035 $a(OCoLC)769342486 035 $a(SSID)ssj0000570419 035 $a(PQKBManifestationID)11358620 035 $a(PQKBTitleCode)TC0000570419 035 $a(PQKBWorkID)10588412 035 $a(PQKB)10751242 035 $a(MiAaPQ)EBC822110 035 $a(Au-PeEL)EBL822110 035 $a(CaPaEBR)ebr10522309 035 $a(CaONFJC)MIL462700 035 $a(EXLCZ)992670000000133000 100 $a20110708d2012 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aCable supported bridges $econcept and design /$fNiels Gimsing, Christos T. Georgakis 205 $aThird edition. 210 1$aChichester, U.K. :$cJohn Wiley & Sons,$d2012. 215 $a1 online resource (viii, 590 pages) $cillustrations 300 $aDescription based upon print version of record. 311 0 $a0-470-66628-5 320 $aIncludes bibliographical references and index. 327 $aCable Supported Bridges: Concept and Design, Third Edition; Contents; Preface to the Third Edition; Introduction; 1 Evolution of Cable Supported Bridges; 2 Cables; 2.1 Basic Types of Cables; 2.1.1 Helical bridge strands (spiral strands); 2.1.2 Locked-coil strands; 2.1.3 Parallel-wire strands for suspension bridge main cables; 2.1.4 New PWS stay cables; 2.1.5 Parallel-strand stay cables; 2.1.6 Bar stay cables; 2.1.7 Multi-strand stay cables; 2.1.8 Parallel-wire suspension bridge main cables; 2.1.9 Comparison between different cable types; 2.2 Corrosion Protection 327 $a2.2.1 Suspension bridge main cables; 2.2.2 Stay cables; 2.3 Mechanical Properties; 2.3.1 Static strength; 2.3.2 Relaxation; 2.3.3 Fatigue strength; 2.3.4 Hysteresis of helical strands; 2.4 The Single Cable as a Structural Element; 2.4.1 Transversally loaded cable; 2.4.2 Axially loaded cable; 2.5 Static Analysis of Cables; 2.5.1 Equation of state for a cable subjected to vertical load; 2.5.2 Stay cable under varying chord force; 2.5.3 Limit length and efficiency ratio of a stay cable; 2.6 Bending of Cables; 2.7 Dynamic Behaviour of the Single Cable; 3 Cable System; 3.1 Introduction 327 $a3.1.1 Pure cable systems; 3.1.2 Cable steel quantity comparison; 3.1.3 Stability of the cable system; 3.2 Suspension System; 3.2.1 Dead load geometry; 3.2.2 Preliminary cable dimensions; 3.2.3 Quantity of cable steel; 3.2.4 Quantity in the pylon; 3.2.5 Total cost of cable system and pylon; 3.2.6 Optimum pylon height; 3.2.7 Size effect; 3.2.8 Structural systems; 3.3 Fan System; 3.3.1 Anchor cable; 3.3.2 Preliminary cable dimensions; 3.3.3 Quantity of cable steel; 3.3.4 Quantity in the pylon; 3.3.5 Simplified expressions; 3.3.6 Total cost of cable systems and pylons 327 $a3.3.7 Comparison between suspension and fan system; 3.3.8 Inclined pylons; 3.3.9 Deformational characteristics; 3.3.10 Structural systems; 3.3.11 Reduction of sag variations; 3.4 Harp System; 3.4.1 Dead load geometry; 3.4.2 Intermediate supports; 3.4.3 Preliminary cable dimensions; 3.4.4 Quantity of cable steel; 3.4.5 Quantity of the pylon; 3.4.6 Simplified expressions; 3.4.7 Total cost; 3.4.8 Structural systems; 3.5 Hybrid Suspension and Cable Stayed System; 3.6 Multi-Span Cable System; 3.6.1 True multi-span cable supported bridges; 3.6.2 Non-traditional multi-span suspension bridges 327 $a3.6.3 Fixing of column-type pylons to piers; 3.6.4 Triangular pylon structures; 3.6.5 Horizontal tie cable between pylon tops; 3.6.6 Comparison between deflections of different multi-span cable stayed systems; 3.7 Cable Systems under Lateral Loading; 3.8 Spatial Cable Systems; 3.9 Oscillation of Cable Systems; 3.9.1 Global oscillations; 4 Deck (Stiffening Girder); 4.1 Action of the Deck; 4.1.1 Axial stiffness; 4.1.2 Flexural stiffness in the vertical direction; 4.1.3 Flexural stiffness in the transverse direction; 4.1.4 Torsional stiffness; 4.2 Supporting Conditions; 4.3 Distribution of Dead Load Moments 330 $aFourteen years on from its last edition, Cable Supported Bridges: Concept and Design, Third Edition, has been significantly updated with new material and brand new imagery throughout. Since the appearance of the second edition, the focus on the dynamic response of cable supported bridges has increased, and this development is recognised with two new chapters, covering bridge aerodynamics and other dynamic topics such as pedestrian-induced vibrations and bridge monitoring. This book concentrates on the synthesis of cable supported bridges, suspension as well as cable stayed, covering both design and construction aspects. The emphasis is on the conceptual design phase where the main features of the bridge will be determined. Based on comparative analyses with relatively simple mathematical expressions, the different structural forms are quantified and preliminary optimization demonstrated. This provides a first estimate on dimensions of the main load carrying elements to give in an initial input for mathematical computer models used in the detailed design phase. 606 $aCable-stayed bridges 606 $aSuspension bridges 615 0$aCable-stayed bridges. 615 0$aSuspension bridges. 676 $a624.2/38 700 $aGimsing$b Niels J$031170 701 $aGeorgakis$b Christos T$016034 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910141215703321 996 $aCable supported bridges$91522273 997 $aUNINA