A static and a modal analysis are performed in order to evaluate different design forces and moments, deflections, and to obtain the natural frequencies of the structure. A transient analysis is performed in order to simulate the stepping rate of pedestrians. Company: Ingeciber Country: Spain Download...
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The behavior of a masonry bridge under a seismic action is analyzed applying material nonlinearity with cracking properties. We perform a Non-linear transient analysis, applying a horizontal displacement table at the base of the bridge according to an actual displacement time-history. Company: Ingeciber Country: Spain...
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Tunnels, train sheds and station shafts were analyzed. The analysis included post stressed covering slab from bottom station shaft, Inner lining of the station shaft with fiber reinforced concrete, concrete pouring for post stressed covering slab, trench walls for TBM opening and walls and reinforced covering slab of train sheds. Company: UTE Línea 9. Country: Spain...
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A parametric analysis was performed in order to obtain a suitable solution for any location and wind, seismic and snow load configuration in Spain. Non-linear buckling analysis and code checking were also carried out. Company: Ingeciber Country: Spain...
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A nuclear container had to be modified, for which the time-dependent properties (concrete resistance, elastic modulus, etc.), have been taken into account,and the reinforcement of the cylinder concrete elements will be subjected to creep and shrinkage. Company: Ingeciber Country: Spain...
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