CONTACT ABOUT US STUDIES & ADVICE DEVELOPMENT R & D & I OUR CLIENTS RECRUITMENT Home Studies and Consulting Counter-calculation Validation by counter-calculation of a metal frame structure VALIDATION BY COUNTER CALCULATION OF A METAL FRAME STRUCTURE Museum of Confluences (Lyon) Realization of a counter model to validate the consistency and relevance of the EXE calculations and results, and the final dimensioning of the framework. Control of the EXE calculation model of the framework on the following aspects: - Coherence of the finite element calculation model - Relevance of the modeling principles - Validity of the HERGOS results by comparison with another software: Code_Aster - Sizing of a selection of elements of framing NECS Copyright 2017 Legal Notice Sitemap Contact By continuing to browse this site, you accept the use of cookies for audience measurement purposes. Find out more Close this message

CONTACT ABOUT US STUDIES & ADVICE DEVELOPMENT R & D & I OUR CLIENTS RECRUITMENT Home Studies and Advice Earthquake: normal risk Seismic diagnosis and reinforcement of a building at normal risk SEISMIC DIAGNOSIS AND REINFORCEMENT OF A BUILDING AT NORMAL RISK Stephanie Palace (Cannes) Resistance to the earthquake of the Stéphanie Palace heightening project: additions of 3 additional levels - Modal-spectral and non-linear push-over analyzes, project feasibility study and validation of the need for earthquake-resistant reinforcement. NECS was requested by Jesta Capital France to carry out a technical study on a project to expand the Palais Stéphanie in Cannes. The client wanted to know the feasibility of adding several additional levels above the existing structure. The study consisted mainly in verifying that the project met the requirements of the order of 22 October 2010 relating to existing buildings, and in verifying the resistance of the future structure to earthquakes. The study was divided into several stages. The first step, consisting of an expert opinion based on a simplified approach, made it possible to confirm the advisability of continuing the mission with the second step consisting of carrying out a more precise complete study based on numerical modeling providing the complete demonstration of the consequences of the building expansion project, and if necessary, recommendations for the necessary reinforcement work to ensure the resistance of the existing part of the structure. The numerical study of the second stage based on a nonlinear push-over analysis made it possible to demonstrate the earthquake resistance of the project without the need for particular reinforcement. Artist's impression of the elevation project Modeling and modal-spectral analysis Nonlinear push-over analysis and capacity diagram Diagnosis of the reinforced concrete structure NECS Copyright 2017 Legal Notice Sitemap Contact By continuing to browse this site, you accept the use of cookies for audience measurement purposes. Find out more Close this message