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Download e-book for kindle: Eurocode-Compliant Seismic Analysis and Design of R/C by Ioannis Avramidis, A. Athanatopoulou, Konstantinos Morfidis,

Posted On April 20, 2018 at 5:46 pm by / Comments Off on Download e-book for kindle: Eurocode-Compliant Seismic Analysis and Design of R/C by Ioannis Avramidis, A. Athanatopoulou, Konstantinos Morfidis,

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

ISBN-10: 3319252690

ISBN-13: 9783319252698

ISBN-10: 3319252704

ISBN-13: 9783319252704

This e-book goals to function an important connection with facilitate civil engineers concerned about the layout of recent traditional (ordinary) bolstered concrete (R/C) structures regulated

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

Example text

Therefore, as the implementation of such methods in practical design presents certain limitations and assumptions (see Appendix A), the area is still open for further research. It is the authors’ opinion that, at first instance, structural regularity along with relatively small values of force reduction factor or behaviour factor should be sought in the design of ordinary structures for earthquake resistance. 1 and the associated requirements of structural performance are achieved. This is an important consideration, especially in the case of adopting large values for the behaviour factor q.

The remaining “non-critical” zones of structural members are designed for sufficiently high yielding strength to remain elastic under the design seismic action. 2 Implementation of the Partial Protection Against Structural Damage Seismic. . 35 Fig. 12 Fundamental concept of the capacity design design seismic action, they are typically, yet not necessarily, less ductile than the critical zones (strength “hierarchy”). Therefore, capacity design establishes a hierarchy of zones within structural members according to their strength to “drive” yielding and plastic deformations at designated locations which: 1.

The peak static external force that the chain can resist) is equal to the strength F of its weakest link. If this specific link is brittle, the chain fails in a brittle manner, that is, suddenly, without exhibiting any significant inelastic deformation first. However, if the weakest chain link is ductile, then the chain yields under an externally applied force F prior to breaking, exhibiting (large) plastic deformation. In the case of seismic/cyclic dynamic applied loads, such a failure entails (large) dissipation of seismic/kinetic energy.

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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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