• Login
    View Item 
    •   NZSEE Document Repository
    • New Zealand Society for Earthquake Engineering
    • Proceedings of the 2020 New Zealand Society for Earthquake Engineering Annual Technical Conference
    • View Item
    •   NZSEE Document Repository
    • New Zealand Society for Earthquake Engineering
    • Proceedings of the 2020 New Zealand Society for Earthquake Engineering Annual Technical Conference
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Concept design of a steel frames post-disaster shelter utilising containers

    Thumbnail
    Download
    PDF (1.835Mb)
    Date
    2020-04-22
    Authors
    Li, Jiaoyang
    Xing, Heming
    Tse, Julie
    Cui, Yao
    Ramhormozian, Shahab
    Metadata
    Show full item record
    Abstract
    Nowadays, numerous earthquakes happen every year with many resulting in large potential aftershocks. Tents and portable dwellings are widely used as emergency shelters. However, tents can only be used for days or weeks, and portable dwellings often provide only for low level of resistance against potential aftershocks. On the other hand, shipping containers are designed for large capacity and long-term transportation, which meets the requirement of emergency shelter in the event of aftershocks. In this paper, a new kind of 2-storey emergency shelter utilizing shipping containers and steel frame is proposed. The prefabricated splicing steel frame is used as the outer support to the container house, taking the most part of the vertical and lateral loads, while containers only bear the gravity loads of themselves. This kind of structure can be easy to set up immediately after an earthquake, and can provide high level of seismic resistance. Numerical model using SAP2000 is presented with different load combinations taking both gravity and seismic load into account, also the choice of section and joint of the prefabricated splicing steel frame are given. From the results, such a combined system shows reliable behaviour under several simulated earthquakes.
    URI
    https://repo.nzsee.org.nz/handle/nzsee/1750
    Published in
    • Proceedings of the 2020 New Zealand Society for Earthquake Engineering Annual Technical Conference

    Contact Us | Send Feedback
     

     

    Browse

    Entire RepositoryCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

    My Account

    Login

    Contact Us | Send Feedback