Introduction to Seismic Essentials in Groningen 7.1 Concrete - - PowerPoint PPT Presentation

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Introduction to Seismic Essentials in Groningen 7.1 Concrete - - PowerPoint PPT Presentation

Introduction to Seismic Essentials in Groningen 7.1 Concrete Structures By Prof Simon Wijte MSc TU Eindhoven Perpendicular loading tension in reinforcement compression in concrete concrete beam Concrete | Stress and Strain compression


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SLIDE 1

Introduction to Seismic Essentials in Groningen

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SLIDE 2

7.1

Concrete Structures

By Prof Simon Wijte MSc – TU Eindhoven

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SLIDE 3

Perpendicular loading

concrete beam tension in reinforcement compression in concrete

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Concrete | Stress and Strain

compression tension

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Reinforcement | Stress and Strain

compression tension

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SLIDE 6 Photo from paper Aly M. Said and Moncef L. Nehdi ? World Conference on Earthqauke Engineering | Permission given to use
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SLIDE 7

Deformation Capacity | Moment Curvature Relation

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SLIDE 8

Capacity to Dissipate Energy

Tension reinforcement only

0.005 0.01 0.015 reinforcement ratio

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Capacity to Dissipate Energy

a

Tension and compression reinforcement

0.005 0.01 0.015 reinforcement ratio

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SLIDE 10

Compression Reinforcement and Stirrups

tension in reinforcement compression in reinforcement buckling

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SLIDE 11

Concrete under Compression

confined concrete unconfined concrete

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Apostles Konstantinidis. (2008). Beam with high ductility requirement [Image] in Civil Engineer Volume A. Construction and Detailing. Alta Grafico A.E.

Stirrups in Beams and Columns

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beam stirrups column stirrups compression reinforcement in beams

Apostles Konstantinidis. (2008). Two- column earthquake resistant frame "project: frame1"[Image] in Civil Engineer, Volume A. Construction and Detailing. Alta Grafico A.E.

Concrete Frame detailed for Energy Dissipation

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SLIDE 14

Apostles Konstantinidis. (2008). Behavior of a two–column frame during an earthquake [Image] in Civil Engineer Volume A. Construction and Detailing. Alta Grafico A.E.

Behaviour during Earthquake

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SLIDE 15

Apostles Konstantinidis. (2008). Behavior of a two–column frame during an earthquake [Image] in Civil Engineer Volume A. Construction and Detailing. Alta Grafico A.E.

Behaviour during Earthquake

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Apostles Konstantinidis. (2008). Behavior of a two–column frame during an earthquake [Image] in Civil Engineer Volume A. Construction and Detailing. Alta Grafico A.E.

Behaviour during Earthquake

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SLIDE 17

Thank you for your attention!

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7.1

References and further reading

EN 1998-1, Eurocode 8-part 1 (2005). Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings – Chapter 5. Published by CEN/CENELEC, Brussels. Priestley, M.J.N., Calvi, G.M. and Kowalsky, M.J. (2007). Displacement- Based Seismic Design of Structures. Published by IUSS Press, EUcentre, Pavia.