Determinación del módulo de elasticidad del agregado (ea), del sector Cerro Negro, cantón Riobamba
According to the NEC-SE-HM standard, section 3.3.3, the modulus of elasticity of concrete (Ec) is calculated with the expression Ec=1.15∛Ea*√(f´c), where Ea is the elastic modulus of the aggregate. Since the Riobamba city a typical Ea value is not available, for this work the value of the elastic mo...
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格式: | bachelorThesis |
語言: | spa |
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2018
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在線閱讀: | http://dspace.unach.edu.ec/handle/51000/4922 |
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