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Stringer-Panel Models in Structural Concrete: Applied to D-region Design: SpringerBriefs in Applied Sciences and Technology

Autor Johan Blaauwendraad
en Limba Engleză Paperback – 6 iul 2018
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 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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Specificații

ISBN-13: 9783319766775
ISBN-10: 3319766775
Pagini: 86
Ilustrații: XI, 99 p. 82 illus., 34 illus. in color.
Dimensiuni: 155 x 235 mm
Greutate: 0.17 kg
Ediția:1st ed. 2018
Editura: Springer International Publishing
Colecția Springer
Seria SpringerBriefs in Applied Sciences and Technology

Locul publicării:Cham, Switzerland

Cuprins

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.

Notă biografică

Johan Blaauwendraad is professor emeritus at Delft University of Technology, The Netherlands.

Textul de pe ultima copertă

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 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.

Caracteristici

Offers alternative to the Strut-and-Tie Model (STM) Explains Stringer-Panel Model (SPM) clearly and succinctly Concludes with two appendices on linear-elastic analysis and provides programs to use for the model proposed