Comparative Analysis Between Eurocode 8 and SNiP II-7-81*

Cutia Evgheni
Affiliation: „Gheorghe Asachi” Technical University of Iaşi, Faculty of Civil Engineering and Building Services
Email: evgheni.cutia@student.tuiasi.ro
Țurcan Vadim
Affiliation: „Gheorghe Asachi” Technical University of Iaşi, Faculty of Civil Engineering and Building Services
Email:
Author(s)2:
Tomme: 66 (70) | Fascicle: 4 | 2020
Pages: 99-110
Abstract text:
This paper presents a comparison of the seismic design code used in Republic of Moldova (SNiP-7-81*) and European and non-European countries (Eurocode 8). The main scope of this article is to provide a detailed comparison between the above mentioned two standards. The key aspects of structural design in seismic regions for each document ware reviewed and detailed conclusion were drawn for each aspect.
Key Words:
SNiP; Eurocode 8; comparison; earthquake design

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Author(s) Information

Cutia Evgheni
Affiliation: „Gheorghe Asachi” Technical University of Iaşi, Faculty of Civil Engineering and Building Services
Email: evgheni.cutia@student.tuiasi.ro
Țurcan Vadim
Affiliation: „Gheorghe Asachi” Technical University of Iaşi, Faculty of Civil Engineering and Building Services
Email:

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