Modelling of reinforced concrete in the serviceability limit state: A study of cracking, stiffness and deflection in flexural members

    Publikation: Bog/antologi/afhandling/rapportPh.d.-afhandling

    OriginalsprogEngelsk
    ForlagAU Library Scholarly Publishing Services
    Antal sider203
    ISBN (Elektronisk)978-87-7507-452-5
    DOI
    StatusUdgivet - jun. 2019

    Citationsformater