LEADER 00972nam--2200337---450 001 990001967280203316 005 20200515075457.0 035 $a000196728 035 $aUSA01000196728 035 $a(ALEPH)000196728USA01 035 $a000196728 100 $a20040831d1979----km-y0itay0103----ba 101 0 $aita 102 $aIT 105 $a||||||||001yy 200 1 $aProblemi di critica e metodologia del cinema$fLiborio Termine 210 $aTorino$cTirrenia$d1979 215 $a206 p.$d21 cm 606 0 $aCritica cinematografica 676 $a791.43015 700 1$aTERMINE,$bLiborio$0450161 801 0$aIT$bsalbc$gISBD 912 $a990001967280203316 951 $aXIII.2. 1616(VII C 249)$b91849 L.M.$cVII C 951 $aXIII.2. 1616a(VII C 255)$b15853 L.M.$cVII C 951 $aXVII A. 2770$bDLAS$cXVII A.$d393301 959 $aBK 969 $aCAS 969 $aUMA 996 $aProblemi di critica e metodologia del cinema$9903271 997 $aUNISA LEADER 05276nam 2200661 a 450 001 9910144099103321 005 20170809175840.0 010 $a1-281-31880-9 010 $a9786611318802 010 $a0-470-69102-6 010 $a0-470-69000-3 035 $a(CKB)1000000000553559 035 $a(EBL)351618 035 $a(OCoLC)726734617 035 $a(SSID)ssj0000311545 035 $a(PQKBManifestationID)11214819 035 $a(PQKBTitleCode)TC0000311545 035 $a(PQKBWorkID)10328807 035 $a(PQKB)10837204 035 $a(MiAaPQ)EBC351618 035 $a(EXLCZ)991000000000553559 100 $a20070412e20062002 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aTimber designers' manual$b[electronic resource] /$fE.C. Ozelton & J.A. Baird 205 $a3rd ed. 210 $aOxford $cBlackwell$d2006 215 $a1 online resource (558 p.) 300 $aThis ed. originally published: 2002. 300 $aIncludes index. 311 $a1-4051-4671-0 327 $aTIMBER DESIGNERS' MANUAL; Contents; Preface; Acknowledgements; About the Authors; 1. The Materials Used in Timber Engineering; 1.1 Introduction; 1.2 Timber; 1.3 Plywood; 1.4 Particleboard, oriented strand board, cement-bonded particleboard and wood fibreboards; 1.5 Engineered wood products; 1.6 Mechanical fasteners; 1.7 Adhesives used in timber engineering; 2. Stress Levels for Solid Timber; 2.1 Introduction; 2.2 Derivation of basic stress and characteristic strength values; 2.3 Modulus of elasticity and shear modulus; 2.4 Grade stress; 2.5 Load sharing; 2.6 Moisture content; 3. Loading 327 $a3.1 Types of loading3.2 Load duration; 3.3 Concentrated loadings; 3.4 Dead loading; 3.5 Imposed loadings for floors; 3.6 Imposed loadings for roofs; 3.7 Snow loading; 3.8 Roof loadings on small buildings; 3.9 Wind loading; 3.10 Unbalanced loading; 3.11 Combinations of loading; 3.12 Special loadings; 4. The Design of Beams: General Notes; 4.1 Related chapters; 4.2 Design considerations; 4.3 Effective design span; 4.4 Load-sharing systems; 4.5 Load-duration factor; 4.6 Lateral stability; 4.7 Moisture content; 4.8 Bending stresses; 4.9 Depth and form factors; 4.10 Bearing; 4.11 Shear 327 $a4.12 The effect of notches and holes4.13 Shear in beams supported by fastenings and in eccentric joints; 4.14 Glue-line stresses; 4.15 Deflection; 4.16 Bending and shear deflection coefficients; 5. Beams of Solid Timber; 5.1 Introduction; 5.2 General design; 5.3 Principal beams of solid timber; 5.4 Load-sharing systems of solid timber; 5.5 Geometrical properties of solid timber sections in service classes 1 and 2; 5.6 Principal members bending about both the x-x and y-y axes; 6. Multiple Section Beams; 6.1 Introduction; 6.2 Modification factors; 6.3 Connection of members; 6.4 Standard tables 327 $a6.5 Design example7. Glulam Beams; 7.1 Introduction; 7.2 Timber stress grades for glulam; 7.3 Strength values for horizontally or vertically laminated beams; 7.4 Appearance grades for glulam members; 7.5 Joints in laminations; 7.6 Choice of glue for glulam; 7.7 Preservative treatment; 7.8 Standard sizes; 7.9 Tables of properties and capacities of standard size in C24 grade; 7.10 Typical designs; 7.11 The calculation of deflection and bending stress of glulam beams with tapered profiles; 8. Thin Web Beams; 8.1 Introduction; 8.2 Primary design considerations; 8.3 Design examples 327 $a8.4 Web splices8.5 Web stiffeners; 8.6 Holes or slots in ply web beams; 8.7 Proprietary sections; 9. Lateral Stability of Beams; 9.1 Introduction; 9.2 Buckling of rectangular solid and glulam sections; 9.3 Design examples; 9.4 Partially restrained thin web I beams; 10. Structural Composite Lumber; 10.1 Introduction; 10.2 Kerto-LVL (Laminated Veneer Lumber); 10.3 Versa-Lam SP LVL (Laminated Veneer Lumber); 10.4 Parallam PSL (Parallel Strand Lumber); 10.5 TimberStrand (Laminated Strand Lumber); 11. Solid Timber Decking; 11.1 Introduction; 11.2 Span and end joint arrangements 327 $a11.3 Nailing of decking 330 $aThis major reference manual covers both overall and detail design of structural timber, including aspects such as shear deflection, creep, dynamic and lateral stability considerations for flexural members.Available for the first time in paperback, the Third Edition was substantially revised to take account of the many changes since the previous edition was published in 1984. It is based on British Standard BS 5268-2: 2002, which brought design concepts closer to European practice and Eurocode 5.Features of the Third Edition include:* information on bolt values including 606 $aTimber$zGreat Britain 606 $aBuilding, Wooden$zGreat Britain 606 $aStructural design$zGreat Britain 608 $aElectronic books. 615 0$aTimber 615 0$aBuilding, Wooden 615 0$aStructural design 676 $a624.1840941 700 $aOzelton$b E. C$0977321 701 $aBaird$b J. 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MAVEBA deals with all aspects concerning the study of the human voice with applications ranging from the neonate to the adult and elderly. Over the years the initial issues have grown and spread also in other aspects of research such as occupational voice disorders, neurology, rehabilitation, image and video analysis. MAVEBA takes place every two years always in Firenze, Italy. This edition celebrates twenty years of uninterrupted and succesfully research in the field of voice analysis. 410 0$aProceedings e report (Firenze University Press) 517 $aModels and Analysis of Vocal Emissions for Biomedical Applications 606 $aSoftware Engineering 615 0$aSoftware Engineering. 676 $a005.1 700 $aManfredi$b Claudia$0884412 801 0$bNjHacI 801 1$bNjHacl 906 $aBOOK 912 $a9910571702403321 996 $aModels and analysis of vocal emissions for biomedical applications$91975142 997 $aUNINA