Assessing loads on silos and other bulk storage structures / G. E. Blight 

Public ISBD Titre : Assessing loads on silos and other bulk storage structures : research applied to practice Type de document : texte imprimé Auteurs : G. E. Blight Editeur : London : Taylor and Francis Année de publication : 2006 Collection : Balkema-proceedings and monographs in engineering, water and earth sciences Importance : 234 p. Présentation : ill. Format : 26 cm ISBN/ISSN/EAN : 978-0-415-39237-2 Note générale : Bibliogr. Index. Langues : Anglais (eng) Mots-clés : Silos;Charges permanentes (Mécanique);Manutention de solides en vrac;Dead loads (Mechanics);Bulk solids handling Résumé : Considers various aspects involved in the behaviour of bulk storage structures. This title covers design, examination and evaluation of these structures, and subjects treated it range from design to failure and its prevention. It is for professional engineers and researchers working in the field of bulk storage structures. Assessing loads on silos and other bulk storage structures : research applied to practice [texte imprimé] / G. E. Blight . - London : Taylor and Francis, 2006 . - 234 p. : ill. ; 26 cm. - (Balkema-proceedings and monographs in engineering, water and earth sciences) . ISBN : 978-0-415-39237-2 Bibliogr. Index. Langues : Anglais (eng) Mots-clés : Silos;Charges permanentes (Mécanique);Manutention de solides en vrac;Dead loads (Mechanics);Bulk solids handling Résumé : Considers various aspects involved in the behaviour of bulk storage structures. This title covers design, examination and evaluation of these structures, and subjects treated it range from design to failure and its prevention. It is for professional engineers and researchers working in the field of bulk storage structures.

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Design analysis of beams, circular plates and cylindrical tanks on elastic foundations / Edmund S. Melerski 

Public ISBD Titre : Design analysis of beams, circular plates and cylindrical tanks on elastic foundations Type de document : texte imprimé Auteurs : Edmund S. Melerski Mention d'édition : 2nd ed Editeur : London : Taylor and Francis Année de publication : 2006 Collection : Balkema-proceedings and monographs in engineering, water and earth sciences Importance : 284 p. Présentation : ill. Format : 26 cm + (1 cd-rom) ISBN/ISSN/EAN : 978-0-415-38350-9 Note générale : "With IBM-compatible software." Bibliogr. (p. 278-279). Index. Langues : Anglais (eng) Mots-clés : Analyse structurale (Ingénierie);Fondations;Réservoirs;Analyse élastique (Ingénierie);Structural analysis (Engineering);Foundations;Tanks;Elastic analysis (Engineering) Résumé : Provides extensions of unique techniques of numerical analyses of beams, long strips, circular plates, and circular-cylindrical tanks resting on elastic foundations and/or unyielding/elastic supports. This work contains complementary software containing programmes for elastic-plastic soil-structure interaction analyses of beams and strips. Design analysis of beams, circular plates and cylindrical tanks on elastic foundations [texte imprimé] / Edmund S. Melerski  . -  2nd ed . - London : Taylor and Francis, 2006 . - 284 p. : ill. ; 26 cm + (1 cd-rom). - (Balkema-proceedings and monographs in engineering, water and earth sciences) . ISBN : 978-0-415-38350-9 "With IBM-compatible software." Bibliogr. (p. 278-279). Index. Langues : Anglais (eng) Mots-clés : Analyse structurale (Ingénierie);Fondations;Réservoirs;Analyse élastique (Ingénierie);Structural analysis (Engineering);Foundations;Tanks;Elastic analysis (Engineering) Résumé : Provides extensions of unique techniques of numerical analyses of beams, long strips, circular plates, and circular-cylindrical tanks resting on elastic foundations and/or unyielding/elastic supports. This work contains complementary software containing programmes for elastic-plastic soil-structure interaction analyses of beams and strips.

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Mechanics of ballasted rail tracks / Buddhima Indraratna 

Public ISBD Titre : Mechanics of ballasted rail tracks : a geotechnical perspective Type de document : texte imprimé Auteurs : Buddhima Indraratna ; Wadud Salim, Auteur Editeur : London : Taylor and Francis Année de publication : 2005 Collection : Balkema-proceedings and monographs in engineering, water and earth sciences Importance : 226 p. Présentation : ill. Format : 26 cm ISBN/ISSN/EAN : 978-0-415-38329-5 Note générale : bibliogr. Index. Langues : Anglais (eng) Mots-clés : Voies ferrées;Ballast (chemins de fer);Railroad tracks;Ballast (Railroads);Soil amendments Résumé : Presents the triaxial testing of ballast including the strength, deformation and degradation aspects of fresh and recycled ballast under monotonic and cyclic loading. The effectiveness of geosynthetics in stabilising recycled ballast is examined. A stress-strain constitutive model for ballast incorporating particle breakage is presented. Contenu : Introduction - Track structure and loading - Factors governing ballast behaviour - State-of-the-art triaxial testing of ballast - Behaviour of ballast with and without geosynthetics - Existing deformation models - A new constitutive model for ballast - Track drainage and use of geosynthetics - Track maintenance - Recommended ballast gradations. Mechanics of ballasted rail tracks : a geotechnical perspective [texte imprimé] / Buddhima Indraratna ; Wadud Salim, Auteur . - London : Taylor and Francis, 2005 . - 226 p. : ill. ; 26 cm. - (Balkema-proceedings and monographs in engineering, water and earth sciences) . ISBN : 978-0-415-38329-5 bibliogr. Index. Langues : Anglais (eng) Mots-clés : Voies ferrées;Ballast (chemins de fer);Railroad tracks;Ballast (Railroads);Soil amendments Résumé : Presents the triaxial testing of ballast including the strength, deformation and degradation aspects of fresh and recycled ballast under monotonic and cyclic loading. The effectiveness of geosynthetics in stabilising recycled ballast is examined. A stress-strain constitutive model for ballast incorporating particle breakage is presented. Contenu : Introduction - Track structure and loading - Factors governing ballast behaviour - State-of-the-art triaxial testing of ballast - Behaviour of ballast with and without geosynthetics - Existing deformation models - A new constitutive model for ballast - Track drainage and use of geosynthetics - Track maintenance - Recommended ballast gradations.

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