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

    Research output: Book/anthology/dissertation/reportPh.D. thesis

    Original languageEnglish
    PublisherAU Library Scholarly Publishing Services
    Number of pages203
    ISBN (Electronic)978-87-7507-452-5
    DOIs
    Publication statusPublished - Jun 2019

    Cite this