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Record Nr. |
UNINA9910299932003321 |
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Autore |
Blaauwendraad Johan |
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Titolo |
Stringer-Panel Models in Structural Concrete : Applied to D-region Design / / by Johan Blaauwendraad |
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Pubbl/distr/stampa |
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Cham : , : Springer International Publishing : , : Imprint : Springer, , 2018 |
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ISBN |
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Edizione |
[1st ed. 2018.] |
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Descrizione fisica |
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1 online resource (103 pages) |
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Collana |
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SpringerBriefs in Applied Sciences and Technology, , 2191-530X |
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Disciplina |
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Soggetti |
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Mechanics |
Mechanics, Applied |
Structural materials |
Building materials |
Solid Mechanics |
Structural Materials |
Building Materials |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Nota di contenuto |
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1. Introduction -- 2. Dapped beam.-3. Beam with recess -- 4. Frame joints and corbels -- 5. Opening in box web -- 6. Console with opening -- 7. Deep beam with opening -- 8. Wall with large opening -- 9. Integral Bridge -- 10. Diaphragm floor slab -- Appendix 1 Linear-elastic analysis using the program SPM.py -- Appendix 2 Linear-elastic analysis using Matlab code and SAP2000. |
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Sommario/riassunto |
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Structural concrete designers nowadays distinguish between B-regions (named after Bernoulli beam theory) and D-regions (D standing for ‘disturbed’). They are all familiar with B-regions, but less acquainted with the expertise required for D-regions. To design D-regions, the Strut-and-Tie Model (STM) is usually applied, a model laid down worldwide in structural codes of practice. The Stringer-Panel Model (SPM) recommended here is a companion method to the STM, with the advantage of being suitable for different load cases and reversed loading. This being so, the SPM is suitable for linear-elastic analyses where durability is a key consideration, but also suits structural design |
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for contexts of cyclical seismic activity. Finally, this book sets out how structural engineers who prefer the STM can nevertheless apply the SPM to determine a proper strut-and-tie model. |
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