COMPARATIVE ANALYSIS OF DUCTILITY CLASSES ACCORDING TO EUROCODE DUE TO EXCEEDING OF DESIGN GROUND ACCELERATION

Authors

  • Đorđe Marjanović Autor
  • Đorđe Lađinović Autor

DOI:

https://doi.org/10.24867/15CG11Marjanovic

Keywords:

Multi storey RC structure, Eurocodes, seismic analysis, RC frame with shear walls, static design, structural design and reinforcement plans, comparison of structures, ductility classes, ground acceleration

Abstract

Subject of the thesis is the existing structure designed for ground acceleration agR=0,25g (TR=475yrs). This RC structure is exposed to soil acceleration agR=0,35g and redesigned to DCH ductility class, with intention to attest that small correction of geometry and quantity of reinforcement is possible to fulfill EC2 and EC8 standards and to make the structure usable.

References

[1] Đorđe Marjanović, „Odgovor armiranobetonske konstrukcije na ubrzanje tla veće od projektnog i uporedna analiza klasa duktilnosti prema Evrokod standardu – Master rad“, Novi Sad 2021. god.

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Published

2021-12-04

Issue

Vol. 36 No. 12 (2021): Proceedings of the Faculty of Technical Sciences

Section

Civil Engineering