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Stringer-panel models in structural ...
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SpringerLink (Online service)
Stringer-panel models in structural concrete = applied to D-region design /
Record Type:
Language materials, printed : Monograph/item
Title/Author:
Stringer-panel models in structural concrete/ by Johan Blaauwendraad.
Reminder of title:
applied to D-region design /
Author:
Blaauwendraad, Johan.
Published:
Cham :Springer International Publishing : : 2018.,
Description:
xi, 99 p. :ill. (some col.), digital ; : 24 cm.;
Contained By:
Springer eBooks
Subject:
Concrete construction. -
Online resource:
http://dx.doi.org/10.1007/978-3-319-76678-2
ISBN:
9783319766782
Stringer-panel models in structural concrete = applied to D-region design /
Blaauwendraad, Johan.
Stringer-panel models in structural concrete
applied to D-region design /[electronic resource] :by Johan Blaauwendraad. - Cham :Springer International Publishing :2018. - xi, 99 p. :ill. (some col.), digital ;24 cm. - SpringerBriefs in applied sciences and technology,2191-530X. - SpringerBriefs in applied sciences and technology..
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.
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.
ISBN: 9783319766782
Standard No.: 10.1007/978-3-319-76678-2doiSubjects--Topical Terms:
901695
Concrete construction.
LC Class. No.: TA681 / .B533 2018
Dewey Class. No.: 624.1834
Stringer-panel models in structural concrete = applied to D-region design /
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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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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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