catagen
发表于 2025-3-23 11:02:35
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.
biopsy
发表于 2025-3-23 13:58:00
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
控诉
发表于 2025-3-23 18:05:16
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.
FILLY
发表于 2025-3-23 23:08:13
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顽固
发表于 2025-3-24 02:40:48
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characteristic
发表于 2025-3-24 09:11:28
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
灯丝
发表于 2025-3-24 13:11:33
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 (
Intersect
发表于 2025-3-24 15:10:37
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可卡
发表于 2025-3-24 22:50:50
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河流
发表于 2025-3-25 02:04:04
Compressive Force-Path Method978-3-319-00488-4Series ISSN 1612-1317 Series E-ISSN 1868-1212