Formations

الجمهورية الجزائرية الديمقراطية الشعبية

وزارة السكـــــن و العمران و المدينة و التهيئة العمرانية

République Algérienne Démocratique et Populaire

Ministère de l'Habitat, de l'Urbanisme , de la Ville et de l'aménagement du territoire

People's Democratic Republic of Algeria

Ministry of Housing, Urban Planning, Cities and Territorial Development

As part of the cooperation between the Algerian and Japanese governments, the Seismic Engineering Center (CGS) had the privilege of being part of the expert team tasked with developing a guide titled "Evaluation of Existing Buildings Vulnerability Against Seismic Risk."

Drs. Abbes and Benkaci in 18th European Conference on Earthquake Engineering" in Berlin.

CGS researchers, presented the progress status of the draft Regulatory Technical Documents (DTR) to the Permanent Technical Commission (CTP).

Ceremony for newly recruited researchers. Presentation of the CGS by Dr. Bencharif.

CGS Researchers Participate in the 40th ESC General Assembly

National Reinforcement Commission's Work

Drs. Mezouar and Bencharif are training Tunisian managers…

Dr Gerboudj at Conference in Zaghreb

ÉVALUATION DU RISQUE SISMIQUE

LABORATOIRE DE GÉNIE SISMIQUE
TABLE VIBRANTE
DALLE D'ESSAIS
MUR DE RÉACTION

Table vibrante

TABLE VIBRANTE

Préparation de corps d'épreuve sur table vibrante

CARTE DU RESEAU ACCELEROMETRIQUE

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Following the visit of the Japanese delegation to the CGS headquarters, Dr. Taku Obara, a JICA (Japan International Cooperation Agency) expert, was welcomed to the Center's earthquake engineering laboratory. On this occasion, Dr. Raouf Bencharif presented the facilities and equipment of this major infrastructure, notably the shaking table. As one of the most powerful in Africa and Europe, it features dimensions of 6.1 m × 6.1 m, six degrees of freedom, and a payload capacity of up to 60 tonnes-force.

Furthermore, Dr. Bencharif introduced him to the experimental setups used within the CGS–JICA partnership for testing bare frames, as well as frames infilled with hollow brick masonry and reinforced concrete. These tests, conducted on 1/2 scale models, were subjected to pseudo-dynamic loading.