02586nas 2200493 n 450 99000894358040332120240229084257.01251-8050000894358FED01000894358(Aleph)000894358FED01000894358CNRP 0015502520090724b19942001km-y0itaa50------bafreFRauu--------Comptes rendus de l'Académie des Sciences. Série 2: Sciences de la terre et des Planètes1994-2001MontrougeGauthier-Villars;Elsevier;Elsevier2001Comptes Rendus. Académie des Sciences. Geoscience0010008943562001Comptes rendus de l'Académie des Sciences Série 2: Méchanique, physique, chimie, sciences de l'univers, sciences de la terre2001Comptes rendus de l'Académie des Sciences. Série 2: Sciences de la terre et des Planètes (On-line)Comptes rendus de l'Académie des sciences. Série II. Fascicule a, Sciences de la terre et des planètesComptes rendus de l'Académie des Sciences. Série 2: Sciences de la terre et des Planètes551551560064505550.5ITACNP20090723http://acnp.cib.unibo.it/cgi-ser/start/it/cnr/dc-p1.tcl?catno=917536&person=false&language=ITALIANO&libr=&libr_th=unina1Biblioteche che possiedono il periodicoSE990008943580403321Biblioteca del Gruppo Geomineralogico - Università degli studi di Napoli Federico II1994-2001.GM1Biblioteca. Dipartimento di Patologia e Sanità Animale Sezione di Anatomia Patologica dell'Università Federico II1994-2001.DMVAPGM1DMVAPComptes rendus de l'Académie des Sciences. Série 2: Sciences de la terre et des Planètes797171UNINA866-01NA081 Biblioteca del Gruppo Geomineralogico - Università degli studi di Napoli Federico IIlargo San Marcellino, 10, 80138 Napoli (NA)0812538157it866-02NA091 Biblioteca. Dipartimento di Patologia e Sanità Animale Sezione di Anatomia Patologica dell'Università Federico IIv. Delpino,1, Napoli (NA)(081) 2536467itacnp.cib.unibo.itACNP Italian Union Catalogue of Serialshttp://acnp.cib.unibo.it/cgi-ser/start/it/cnr/df-p.tcl?catno=917536&language=ITALIANO&libr=&person=&B=1&libr_th=unina&proposto=NO04457nam 22007815 450 991029948010332120200706220604.03-319-00488-310.1007/978-3-319-00488-4(CKB)3710000000078563(DE-He213)978-3-319-00488-4(SSID)ssj0001049261(PQKBManifestationID)11599511(PQKBTitleCode)TC0001049261(PQKBWorkID)11018915(PQKB)11176226(MiAaPQ)EBC6315547(MiAaPQ)EBC1466013(Au-PeEL)EBL1466013(CaPaEBR)ebr10976284(OCoLC)861270294(PPN)258856394(PPN)176103163(EXLCZ)99371000000007856320131004d2014 u| 0engurnn|008mamaatxtrdacontentcrdamediacrrdacarrierCompressive Force-Path Method Unified Ultimate Limit-State Design of Concrete Structures /by Michael D Kotsovos1st ed. 2014.Cham :Springer International Publishing :Imprint: Springer,2014.1 online resource (XVI, 221 p. 191 illus.) Engineering Materials,1612-1317Bibliographic Level Mode of Issuance: Monograph3-319-00487-5 Includes bibliographical references and index.Reappraisal of concepts underlying reinforced concrete design -- The concept of the compressive-force path -- Modelling of simply-supported beams -- Design of simply supported beams -- Design for punching of flat slabs -- Design of skeletal structures with beam-like elements -- Earthquake-resistant design -- Design examples.This book presents a method which simplifies and unifies the design of reinforced concrete (RC) structures and is applicable to any structural element under both normal and seismic loading conditions. The proposed method has a sound theoretical basis and is expressed in a unified form applicable to all structural members, as well as their connections. It is applied in practice through the use of simple failure criteria derived from first principles without the need for calibration through the use of experimental data. The method is capable of predicting not only load-carrying capacity but also the locations and modes of failure, as well as safeguarding the structural performance code requirements. In this book, the concepts underlying the method are first presented for the case of simply supported RC beams. The application of the method is progressively extended so as to cover all common structural elements. For each structural element considered, evidence of the validity of the proposed method is presented together with design examples and comparisons with current code specifications. The method has been found to produce design solutions which satisfy the seismic performance requirements of current codes in all cases investigated to date, including structural members such as beams, columns, and walls, beam-to-beam or column-to-column connections, and beam-to-column joints.Engineering Materials,1612-1317Building materialsBuilding materialsBuildings—Design and constructionBuildingConstructionEngineering, ArchitecturalBuilding Materialshttps://scigraph.springernature.com/ontologies/product-market-codes/T23047Structural Materialshttps://scigraph.springernature.com/ontologies/product-market-codes/Z11000Building Construction and Designhttps://scigraph.springernature.com/ontologies/product-market-codes/T23012Building materials.Building materials.Buildings—Design and construction.Building.Construction.Engineering, Architectural.Building Materials.Structural Materials.Building Construction and Design.693.54Kotsovos Michael Dauthttp://id.loc.gov/vocabulary/relators/aut542742MiAaPQMiAaPQMiAaPQBOOK9910299480103321Compressive Force-Path Method2174455UNINA