This work focuses on the seismic design of reinforced concrete structures in highly seismic areas such as Goma and Bukavu. Entitled ‘Contribution to the Structural Design of Buildings type G+9 in the Seismic Zones of Goma and Bukavu’, the study aims to analyze the influence of soil properties on the seismic behavior of a (G+9) or 10 storey building in accordance with the provisions of Eurocode 8. The analyses and designs were carried out according to the norm RPA99 modified 2003, MATLAB (for simplified manual calculations), Robot structural Analysis Professional (for automated calculations), Eurocode 8, Eurocode 2, Reinforced concrete to limit States 91 (mod.99). The building is a ten-storey reinforced concrete structure without shear walls or bracing systems, in order to clearly observe the effect of soil type on dynamic behavior. Two types of analyses were carried out: a manual static analysis for the preliminary design of structural elements (beams, columns, footings), and a modal response spectrum analysis according to Eurocode 8 for seismic evaluation. The results reveal that soft soil from Bukavu (Class C) produces higher internal forces, with an average increase in base shear forces of approximately 41%, and a 42% increase in lateral displacements compared to hard soil from Goma (Class A). This is due to the amplification of seismic waves in soft soils, which significantly affects tall buildings. Finally, the generated reinforcement plans were adapted to the specific loads for each soil type, highlighting the importance of adjusting the design to local ground conditions. This study underlines the critical impact of soil type on seismic analysis and structural design. It emphasizes the importance of prior geotechnical investigations and strict adherence to Eurocode 8 provisions to ensure structural safety in seismic regions.

In order to meet the sustainable development goals, global policies are strongly oriented towards the valorization of local materials such as agricultural by-products. Cameroon integrates this important concern into its development strategies, taking into account the environmental protection aspect. It is in this context that our study proposes the development of compressed earth bricks ‘BTC’ stabilized with sissongo straws (Pennissetum purpureum). The main objective of this work is to study the effect of using vegetable straws, in particular the sissongo straws on the mechanical properties of compressed earth blocks and its sensitivity to water, through its total absorption. Tests (particle size analysis, water content, Atterberg limits, specific gravity, modified Proctor) were conducted on Yabassi soils; water content test was conducted on sissongo straws; compression, bending and absorption tests were conducted on compressed earth blocks. For the preparation of the mixtures, 0%, 0.05 %, 0.1 %, 0.2 %, 0.3 %, 0.4% and 0.5% by dry weight of substitution of soil by sissongo straws were used based on previous studies that used the same percentages for rice straws in the manufacture of earth bricks and a compaction pressure of 3.43 MPa (maximum pressure of the hydraulic press). The results showed that the addition of these materials to 0.3 % straws gave a maximum compressive strength of 3.058 MPa and contributed to the improvement in compressive strength of bricks of 1.1 MPa, compared to that of controlled specimen 0% straws (1.95 MPa). Although our ‘BTCs’ in the building are not really experimenting bending, we have subjected the specimens of each formulation to tensile test, the maximum bending stress recorded was that of the specimen containing 0.4 % straws with a stress of 0.367 MPa. The test pieces containing 0 % to 4 % have respective absorption coefficients of 4.5 and 2.06 which are within the recommended range of (2 to 15). Absorption time by capillary action is greater for 0 % straws incorporation (30s) than that containing 0.3 % straws incorporation (14s). Finally, recommendations were made to take full advantage of stabilized compressed earth bricks with Sissongo straw (Pennissetum purpureum) in construction. Emphasis was placed on environmental, economic and social benefits.

The present work focuses on the tensile strength of reinforced concrete high yield steel bars from Rwanda and Turkey, commonly used in the construction in Goma, recycled in Rwanda from metal waste from off-road vehicles and others collected in Goma. Metal waste is collected in Goma largely manually and transported to Rwanda where a lathe machine tool is used to manufacture steel specimens which undergo a tensile test using the WP 300 universal testing machine for tensile test. The yield strength of the ordinary high yield steel bars and that of the standard high yield steel bars all recycled in Rwanda are 420.6 and 392.8 MPa respectively while the yield strength of the recycled high yield steel bars from Turkey is 443 MPa. These values ​​are very close to the values ​​recommended by French standard N F EN 1992 (Part 1-1) which must be between 400 MPa and 600 MPa and are of high ductility (Class C). The Young moduli of ordinary high yield steel bars recycled from Rwanda, that of standard high yield steel bars recycled from Rwanda and finally that of high yield steel bars recycled from Turkey are respectively 27.6, 27.6 and 31.2 GPa, very low values compared to the value of 200 GPa recommended by the standards, hence the importance of taking them into consideration in the design calculations.

The present work proposes an economic-structural study of a bridge girder with two variants: the metallic Vierendeel girder and the Warren type steel truss girder formed of top and bottom chords and diagonals in order to propose the girder that fulfills the conditions of Ultimate Limit State (ULS), Serviceability Limit State (SLS) and economically profitable for the bridge over the Kahira River in Sake, Goma in the Capital of North Kivu in the Democratic Republic of Congo (DRC). In order to analyze structural elements, the French method of loads on bridges was used, the Naylor method derived from the Cross moment distribution method was used for the analysis of the Vierendeel girder, the method of joints and method of sections for the Warren truss girder; the French code «Béton Armé aux Etats Limites 91 modified 99» was used for the design of the reinforced concrete parts; the Eurocode 3 and the «Construction Métallique 66 (CM66) » were used to determine the cross-sectional area of different elements of the steel girder. An economic study was carried out passing the bill of quantities and cost estimate for each type of beam giving a total of $2485.1 for the Vierendeel beam, a total of $5866.95 for the Warren truss beam, the total cost of the Vierendeel beam representing 42.36% of the total cost of the Warren truss beam. The Vierendeel girder meeting the structural and economic conditions is proposed for the bridge over the Kahira River in Sake.

Despite the gradual professionalization of the construction sector as well as the abundance of sand mining sites offered by the Western Cameroon Region, ignorance of materials by local builders persists. In the present work, the physical characterization of river sands of Santchou Sub-Division in Cameroon is performed. Experimental laboratory studies show that sand equivalents is greater than 80%; therefore, these materials are clean sands for concrete manufacture. The Materials from Ntingue and Fombap are well-graded. As for materials from Faungwa are poorly graded. The fineness modulus of Fombap materials indicates that they can be used as sand for concrete mnufacture, provided to use Portland cement. Materials from Ntingue and Faungwa are of very high fineness modulus; therefore, particle size distribution requires correction before their use in formulating concrete. For such a correction, it is proposed their association with Fombap sand in suitably chosen proportions using tables obtained in this work. The formulation should be carried out using one of the modern methods. Compression tests on concrete samples made up with these proposals provide good resistance, which demonstrates their validity.