REINFORCED CONCRETE SHEAR WALLS DESIGN ACCORDING TO EUROCODE 8
DOI:
https://doi.org/10.24867/15CG12MaksimovicKeywords:
Eurocode 8, capacity design, ductile wall, critical region, local ductilityAbstract
Eurpean norms brings novelties when it comes to design of reinforced concrete walls in seismic areas, compared to the so far applied national practice. This paper presents an overview of the basic rules for analysis, reinforcement and detailing for local ductility of ductile walls, designed for medium (DCM) and high (DCH) ductility class, according to modern principles given in Eurocode 8.
References
[1] EN 1998-1: Eurocode 8: Design of Structures for Earthquake Resistance, Part 1: General Rules, Seismic Actions and Rules for Buildings, European Standard, CEN - European Committee for Standardization, Brussels, 2004.
[2] EN 1992-1-1: Eurocode 2: Design of Concrete Structures, Part 1-1: General Rules and Rules for Buildings, European Standard, CEN - European Committee for Standardization, Brussels, 2004.
[3] Brujić Zoran, “Betonske konstrukcije u zgradarstvu prema Evrokodu”, Novi Sad, 2021.
[2] EN 1992-1-1: Eurocode 2: Design of Concrete Structures, Part 1-1: General Rules and Rules for Buildings, European Standard, CEN - European Committee for Standardization, Brussels, 2004.
[3] Brujić Zoran, “Betonske konstrukcije u zgradarstvu prema Evrokodu”, Novi Sad, 2021.
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Published
2021-12-04
Issue
Section
Civil Engineering
