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1. |
Record Nr. |
UNISA990005873310203316 |
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Titolo |
Opus : quaderno di storia dell'architettura e restauro / Università degli studi G. D'Annunzio di Chieti, Dipartimento di scienze e storia dell'architettura, restauro e rappresentazione |
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Pubbl/distr/stampa |
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Descrizione fisica |
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Disciplina |
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Soggetti |
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Architettura -- Storia -- Periodici |
Restauro -- Periodici |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Periodico |
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Note generali |
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Periodicità non determinata |
Poi editore: Roma : Bonsignori |
Dal 1996: Pescara: Carsa edizioni |
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2. |
Record Nr. |
UNINA990009306210403321 |
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Autore |
Rosenberg, Leo |
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Titolo |
Stellvertretung im Prozess : auf der Grundlage und unter eingehender, vergleichender Darstellung der Stellvertretungslehre des burgerlichen Rechts : nebst einer Geschichte der prozessualischen Stellvertretung / von Leo Rosenberg |
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Descrizione fisica |
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Disciplina |
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Locazione |
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Collocazione |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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3. |
Record Nr. |
UNIBAS000023381 |
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Autore |
Freud, Sigmund |
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Titolo |
Il motto di spirito e la sua relazione con l'inconscio / Sigmund Freud ; [con un saggio introduttivo di Francesco Orlando] |
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Pubbl/distr/stampa |
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Torino : Boringhieri, 1975 |
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Descrizione fisica |
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Collana |
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Universale scientifica ; 125 |
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Disciplina |
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Soggetti |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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4. |
Record Nr. |
UNINA9910458181203321 |
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Titolo |
Buried flexible steel pipe [[electronic resource] ] : design and structural analysis / / prepared by the Task Committee on Buried Flexible (Steel) Pipe Load Stability Criteria & Design of the Pipeline Division of the American Society of Civil Engineers ; edited by William R. Whidden |
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Pubbl/distr/stampa |
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Reston, VA, : American Society of Civil Engineers, c2009 |
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ISBN |
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Descrizione fisica |
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1 online resource (220 p.) |
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Collana |
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ASCE manuals and reports on engineering practice ; ; no. 119 |
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Altri autori (Persone) |
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Disciplina |
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Soggetti |
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Water-pipes |
Underground pipelines |
Pipe, Steel |
Couplings, Flexible |
Electronic books. |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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Description based upon print version of record. |
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Nota di bibliografia |
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Includes bibliographical references and index. |
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Nota di contenuto |
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""CONTENTS""; ""1 HISTORY OF BURIED STEEL PIPE""; ""1.1 The Ancient World""; ""1.2 The History of Iron and Steel Pipes""; ""1.3 The Pioneers in Pipe Design""; ""1.4 Contributors to Design""; ""2 NOMENCLATURE, CONSTANTS, AND TERMINOLOGY""; ""2.1 Nomenclature""; ""2.2 Constants""; ""2.3 Terminology""; ""3 PIPE MECHANICS""; ""3.1 Introduction""; ""3.2 Internal Pressure Design""; ""3.3 Minimum Thickness for Handling""; ""3.4 Ring Stiffness""; ""3.5 Ring Compression""; ""3.6 Performance Limits of Cement Mortar Linings and Cement Mortar Coatings""; ""3.7 Ring Deflection""; ""3.8 Yield Stress"" |
""4 SOIL MECHANICS""""4.1 Introduction""; ""4.2 Notation""; ""4.3 Soil Conduit""; ""4.4 Flaws In Applying Elastic Theories to Soil""; ""4.5 Unit Weights of Soil""; ""4.6 Vertical Soil Pressures (Stresses)""; ""4.7 Soil Strength""; ""4.8 Soil Slip""; ""4.9 Soil Particle Size and Gradation""; ""4.10 Soil Friction Angle""; ""4.11 Passive Resistance""; ""4.12 Cohesion in Soil""; ""4.13 Soil Compression""; ""4.14 Embedment""; ""4.15 Select Fill""; ""4.16 Liquefaction""; ""4.17 Quick Condition""; ""4.18 Soil Movement""; ""4.19 Earthquakes""; ""4.20 Soil Specifications"" |
""4.21 Finite Element Analysis""""5 PIPE�SOIL INTERACTION""; ""5.1 Introduction""; ""5.2 Ring Deflection""; ""5.3 Relative Effect of Pipe and Soil on Ring Deflection""; ""5.4 Hydrostatic Collapse in a Fluid Environment""; ""5.5 Ring Deformation Failure of Buried Flexible Pipe""; ""5.6 Minimum Cover""; ""6 DESIGN ANALYSIS""; ""6.1 Case 1�Internal Pressure and Handling""; ""6.2 Case 1A�Ring Stability""; ""6.3 Case 1B�Ring Stability With Vacuum""; ""6.4 Case 1C�Ring Stability With Vacuum and Water Table Above Pipe""; ""6.5 Case 2A�Ring Stability at a Given Depth with Partial Vacuum"" |
""6.6 Case 2B�Pipe Stiffness to Prevent Collapse""""7 SPECIAL CONSIDERATIONS""; ""7.1 Introduction""; ""7.2 Parallel Pipes in a Common Trench""; ""7.3 Parallel Trenches""; ""7.4 Trenches in Poor Soil""; ""7.5 Flowable Fill""; ""7.6 Longitudinal Forces""; ""7.7 Buried Pipe on Bents""; ""7.8 Seismic Considerations""; ""7.9 Encased Pipe""; ""References""; ""APPENDIX A: THE IOWA FORMULA�WHAT IT IS AND IS NOT""; ""APPENDIX B: SOIL SLIP ANALYSIS""; ""APPENDIX C: FINITE ELEMENT DESIGN EXAMPLE TRENCH PARALLEL TO A BURIED PIPE""; ""APPENDIX D: EXTERNAL FLUID PRESSURE"" |
""APPENDIX E: THE STORY OF BURIED STEEL PIPES AND TANKS""""APPENDIX F: RING ANALYSIS""; ""APPENDIX G: IMPACT FACTORS IN SOIL""; ""GLOSSARY""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""H""; ""I""; ""L""; ""M""; ""P""; ""R""; ""S""; ""U""; ""BIBLIOGRAPHY""; ""INDEX""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""G""; ""H""; ""I""; ""J""; ""L""; ""M""; ""N""; ""P""; ""Q""; ""R""; ""S""; ""T""; ""U""; ""V""; ""W""; ""Y""; ""SI CONVERSION TABLE"" |
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