Eurocode-Compliant Seismic Analysis and Design of R/C by Ioannis Avramidis, A. Athanatopoulou, Konstantinos Morfidis, PDF

By Ioannis Avramidis, A. Athanatopoulou, Konstantinos Morfidis, Anastasios Sextos, Agathoklis Giaralis

ISBN-10: 3319252690

ISBN-13: 9783319252698

ISBN-10: 3319252704

ISBN-13: 9783319252704

This ebook goals to function a necessary connection with facilitate civil engineers all in favour of the layout of recent traditional (ordinary) strengthened concrete (R/C) structures regulated

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Read or Download Eurocode-Compliant Seismic Analysis and Design of R/C Buildings: Concepts, Commentary and Worked Examples with Flowcharts PDF

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Additional info for Eurocode-Compliant Seismic Analysis and Design of R/C Buildings: Concepts, Commentary and Worked Examples with Flowcharts

Example text

1. These types of analysis account for the local inelastic behaviour exhibited at individual structural members explicitly instead of the consideration of a single scalar quantity (the force reduction factor or behaviour factor q) to capture the inelastic behaviour at a global/structural level. However, the capability of these non-linear methods to predict reliably the inelastic response of heavily yielding structures depends on the proper modeling of local non-linear material behaviour and the adequate representation of the input seismic action.

The achieved level of concrete confinement at critical regions of structural members using transverse reinforcement (stirrups). 5. , brittle infill walls) in resisting lateral seismic forces which is commonly ignored in analysis. 28 1 Fundamental Principles for the Design of Earthquake-Resistant Structures 6. , the adoption of an approximate “flange width” for slab-supporting T-section beams vis-a-vis the actual slab contribution to the flexural resistance of beams). 7. , the use of the simplified lateral load method as opposed to the response spectrum method).

It is noted in passing that more elaborate force reduction factor or behaviour factor versus ductility capacity relationships than the one in Eq. 6) suggests have been proposed in the literature based on extensive numerical results for structures tracing various hysteretic force-deformation relationships and for earthquake induced strong ground motions corresponding to different seismogenetic environments (Miranda 2000; Ruiz-Garcı´a and Miranda 2006). However, most of the contemporary codes of practice, including EC8, adopt Eq.

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Eurocode-Compliant Seismic Analysis and Design of R/C Buildings: Concepts, Commentary and Worked Examples with Flowcharts by Ioannis Avramidis, A. Athanatopoulou, Konstantinos Morfidis, Anastasios Sextos, Agathoklis Giaralis


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