Titlebook: Compressive Force-Path Method; Unified Ultimate Lim Michael D Kotsovos Textbook 2014 Springer International Publishing Switzerland 2014 Des

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Design Applications, also include design solutions obtained from methods adopted by current codes. In all cases, all safety factors are set equal to 1; for application in practice, the code recommended values may be used.

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Textbook 2014 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 principl

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https://doi.org/10.1007/978-3-8350-5562-9ildings, 2004.]) for designing against punching are essentially those applied to the ‘shear’ design of RC beam-like elements with modifications that allow for characteristics of structural behaviour particular to punching and to the geometry of the relevant structural elements.

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Modelling of Simply-Supported Beams,ristics (such as, for example, crack pattern, internal actions, transfer mechanism of external load to the supports, failure mechanism, etc.) similar to those of a real simply-supported beam at its ultimate limit state. The physical model’s behavioural characteristics form the basis for the developm

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Design for Punching of Flat Slabs, under the action of concentrated load, is widely considered to be a ‘shear’ (non-flexural) type of failure. As a result, the methods adopted by current codes of practice (such as, for example, those adopted by ACI318 [American Concrete Institute: Building code requirements for structural concrete (

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Compressive Force-Path Method978-3-319-00488-4Series ISSN 1612-1317 Series E-ISSN 1868-1212