Stringer-Panel Models in Structural Concrete
Book information
Description
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. Front Matter ....Pages i-xi Introduction to Stringer-Panel Models (Johan Blaauwendraad)....Pages 1-14 Dapped Beam (Johan Blaauwendraad)....Pages 15-26 Beam with a Recess (Johan Blaauwendraad)....Pages 27-31 Frame Joints and Corbels (Johan Blaauwendraad)....Pages 33-38 Opening in Box Web (Johan Blaauwendraad)....Pages 39-41 Console with Opening (Johan Blaauwendraad)....Pages 43-50 Deep Beam with Opening (Johan Blaauwendraad)....Pages 51-56 Wall with Large Opening (Johan Blaauwendraad)....Pages 57-63 Integral Bridge (Johan Blaauwendraad)....Pages 65-73 Diaphragm Floor Slab (Johan Blaauwendraad)....Pages 75-79 Back Matter ....Pages 81-99
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