Modelling The Effect Use Of Ultra-High Performance Concrete To Decrease Displacement by ETABS


Abstract in English

Ultra-High-performance concrete (UHPC) attracted attention in the civil engineering industry in recent times, because it has high resistance and rigidity . What provided the UHPC of skinny clips justifies using it in high buildings to take advantage of pressure and tensile its resistance . The largest use of this material in the bridges because of its high resistance which suitable for large loads as well as a valid treated outside the center and sustainability of the high buildings, We study several models of building and we use this material in several elements of these . We found after analysis of the high efficiency of this models, especially in Diaframat.

References used

BFFUP, A. (2002). "Ultra High Performance Fiber-Reinforced Concretes: Interim Recommendations: Scientific and Technical Committee." Association Française de Genie Civil
Blais, P. Y., and Couture, M. (1999). "Precast, Prestressed Pedestrian Bridge - World's First Reactive Powder Concrete structure." PCI Journal, 4 (Compendex), 60-71 , 1999
Graybeal, B. A. (2006). "Material Property Characterization of Ultra-High performance concrete

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