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[null,"1.","Record Nr.",null,"UNINA9910141609803321"]
[null,null,"Autore",null,"Mallée Rainer"]
[null,null,"Titolo",null,"Design of fastenings for use in concrete [[electronic resource]] : the CEN/TS 1992-4 provisions / / Rainer Mallée, Werner Fuchs, Rolf Eligehausen"]
[null,null,"Pubbl/distr/stampa",null,"Berlin, Germany, : Ernst & Sohn, c2013"]
[null,null,"ISBN",null,"3-433-60271-9"]
[{"$nulls":4},"3-433-60273-5"]
[{"$nulls":4},"3-433-60270-0"]
[null,null,"Descrizione fisica",null,"1 online resource (172 p.)"]
[null,null,"Collana",null,"BetonKalender"]
[null,null,"Disciplina",null,"624.1834"]
[null,null,"Soggetti",null,"Concrete construction"]
[{"$nulls":4},"Anchorage (Structural engineering)"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references and index."]
[null,null,"Nota di contenuto",null,"Design of Fastenings for Use in Concrete - the CEN/TS 1992-4 Provisions; Contents; Editorial; 1 Introduction; 2 Fields of application; 3 Basis of design; 3.1 General; 3.2 Verifications; 3.3 Partial factors; 3.3.1 General; 3.3.2 Actions; 3.3.3 Resistance; 3.3.3.1 Ultimate limit state; 3.3.3.2 Serviceability limit state; 4 Derivation of forces acting on fasteners; 4.1 General; 4.2 Tension loads; 4.2.1 Tension loads on fastenings with post-installed fasteners and headed fasteners; 4.2.2 Tension loads on fastenings with anchor channels; 4.3 Shear loads"]
[{"$nulls":4},"4.3.1 Shear loads on fastenings with post-installed and headed fasteners4.3.2 Shear loads on fastenings with anchor channels; 4.4 Tension forces in a supplementary reinforcement; 5 Verification of ultimate limit state by elastic analysis for post-installed fasteners (mechanical systems); 5.1 General; 5.2 Tension load; 5.2.1 Required verifications; 5.2.2 Steel failure; 5.2.3 Pull-out/pull-through failure; 5.2.4 Conical concrete break-out failure; 5.2.4.1 Characteristic resistance of a single fastener; 5.2.4.2 Effect of spacing and edge distance"]
[{"$nulls":4},"5.2.4.3 Effect of heavy surface reinforcement (shell spalling)5.2.4.4 Effect of the eccentricity of the load; 5.2.4.5 Special cases: three or four edges with ci < ccr,n; 5.2.5 Splitting; 5.2.5.1 Splitting failure during installation of post-installed fasteners; 5.2.5.2 Splitting failure of loaded post-installed fasteners; 5.3 Shear load; 5.3.1 Required "]
[{"$nulls":4},"verifications; 5.3.2 Steel failure without lever arm; 5.3.3 Steel failure with lever arm; 5.3.4 Pry-out failure; 5.3.5 Concrete edge failure; 5.3.5.1 Characteristic resistance of a single fastener; 5.3.5.2 Effect of spacing"]
[{"$nulls":4},"5.3.5.3 Effect of edge distances parallel to the load direction5.3.5.4 Effect of member thickness; 5.3.5.5 Effect of the eccentricity of the load; 5.3.5.6 Effect of load direction; 5.3.5.7 Effect of the position of the fastening; 5.3.5.8 Special case: narrow thin member; 5.4 Combined tension and shear load; 5.4.1 Steel failure decisive for tension and shear load; 5.4.2 Other modes of failure decisive; 6 Verification of post-installed fasteners (chemical systems) for the ultimate limit state based on the theory of elasticity; 6.1 General; 6.2 Tension load; 6.2.1 Required verifications"]
[{"$nulls":4},"6.2.2 Steel failure6.2.3 Combined pull-out and concrete failure; 6.2.3.1 Characteristic resistance of a single fastener; 6.2.3.2 Edge distance and spacing; 6.2.3.3 Effect of closely spaced fasteners; 6.2.3.4 Effect of heavy reinforcement (shell spalling); 6.2.3.5 Effect of the eccentricity of the load; 6.2.3.6 Special case: three or four edges with ci < ccr,Np; 6.2.4 Concrete cone failure; 6.2.5 Splitting; 6.3 Shear load; 6.3.1 Required verifications; 6.3.2 Steel failure due to shear load without and with lever arm; 6.3.3 Concrete pry-out; 6.3.4 Concrete edge failure"]
[{"$nulls":4},"6.4 Combined tension and shear"]
[null,null,null,"Sommario/riassunto","The European standard draft CEN/TS 1992-4 for the design of fastenings by means of headed studs, anchor channels, mechanical and chemical anchors is ready for use. This book elivers a detailed description of the determination of tension and shear load actions. Furthermore plastic load capacity design and a plastic design approach are given. Durability, fire resistance and earthquake action are exposed to a particular treatment.Selected chapters of the German concrete yearbook \"\"Beton-Kalender\"\" are now available in English. The new English BetonKalender Series delivers internationally"]
[null,"2.","Record Nr.",null,"UNINA9910135940703321"]
[null,null,"Titolo",null,"The Classical world"]
[null,null,"Pubbl/distr/stampa",null,"New York, N.Y., : Classical Association of the Atlantic States, 1957-"]
[null,null,"ISSN",null,"1558-9234"]
[null,null,"Descrizione fisica",null,"1 online resource"]
[null,null,"Disciplina",null,"880"]
[null,null,"Soggetti",null,"Civilization, Ancient"]
[{"$nulls":4},"Filologia klasyczna"]
[{"$nulls":4},"Literatur"]
[{"$nulls":4},"Periodicals."]
[{"$nulls":4},"Czasopismo językoznawcze"]
[{"$nulls":4},"Zeitschrift"]
[{"$nulls":4},"Online-Publikation"]
[{"$nulls":4},"Latein"]
[{"$nulls":4},"Griechisch"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Periodico"]
[null,null,null,"Note generali","Refereed/Peer-reviewed"]
[{"$nulls":4},"Title from caption (JSTOR, viewed Aug. 15, 2008)."]
[{"$nulls":4},"Place of publication varies."]