Compressive Force-Path Method Unified Ultimate Limit-State Design of Concrete Structures /

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...

Πλήρης περιγραφή

Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριος συγγραφέας: Kotsovos, Michael D. (Συγγραφέας)
Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
Γλώσσα:English
Έκδοση: Cham : Springer International Publishing : Imprint: Springer, 2014.
Σειρά:Engineering Materials,
Θέματα:
Διαθέσιμο Online:Full Text via HEAL-Link
LEADER 03495nam a22005295i 4500
001 978-3-319-00488-4
003 DE-He213
005 20151031091129.0
007 cr nn 008mamaa
008 131004s2014 gw | s |||| 0|eng d
020 |a 9783319004884  |9 978-3-319-00488-4 
024 7 |a 10.1007/978-3-319-00488-4  |2 doi 
040 |d GrThAP 
050 4 |a TA401-492 
072 7 |a TNK  |2 bicssc 
072 7 |a TEC009020  |2 bisacsh 
072 7 |a TEC021000  |2 bisacsh 
082 0 4 |a 691  |2 23 
100 1 |a Kotsovos, Michael D.  |e author. 
245 1 0 |a Compressive Force-Path Method  |h [electronic resource] :  |b Unified Ultimate Limit-State Design of Concrete Structures /  |c by Michael D Kotsovos. 
264 1 |a Cham :  |b Springer International Publishing :  |b Imprint: Springer,  |c 2014. 
300 |a XVI, 221 p. 191 illus.  |b online resource. 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
347 |a text file  |b PDF  |2 rda 
490 1 |a Engineering Materials,  |x 1612-1317 
505 0 |a 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. 
520 |a 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. 
650 0 |a Engineering. 
650 0 |a Buildings  |x Design and construction. 
650 0 |a Building. 
650 0 |a Construction. 
650 0 |a Engineering, Architectural. 
650 0 |a Building materials. 
650 0 |a Structural materials. 
650 1 4 |a Engineering. 
650 2 4 |a Building Materials. 
650 2 4 |a Structural Materials. 
650 2 4 |a Building Construction. 
710 2 |a SpringerLink (Online service) 
773 0 |t Springer eBooks 
776 0 8 |i Printed edition:  |z 9783319004877 
830 0 |a Engineering Materials,  |x 1612-1317 
856 4 0 |u http://dx.doi.org/10.1007/978-3-319-00488-4  |z Full Text via HEAL-Link 
912 |a ZDB-2-ENG 
950 |a Engineering (Springer-11647)