IDEAS home Printed from https://ideas.repec.org/a/jcq/ijsrce/v4y2020i6id358.html

Utilization of Ferroconcrete and Steel Timber Hybridization Technique in Tall Structure using Analysis Tool Etabs

Author

Listed:
  • Ram Raj Singh Dangi
  • Rahul Satbhaiya

Abstract

As India is a developing nation thus settlement of large population need Multistorey structures. Lateral forces are considered as the forces assigning over a structure in horizontal direction which causes structure instability, deflection and failure. Seismic and wind load is considered as lateral forces.ETABS is an analysis tool which helps in structure modelling and designing as per standard specifications of preferred country.A hybrid system is a combination of two or more structural materials. Steel and concrete hybridization is the most common type of hybrid system. Steel structures are very common in the world because of its short duration of construction and high strength. To improve resistance and to overcome other limitations of individual steel structure it can be combined with other materials like hybrid systems.In this study, static analysis of 3-D building frames of G+7 storeys along with timber-steel hybrid structure with wire mesh (ferroconcrete) have been carried out. ETAB software has been used for analysis purpose. Results are collected in terms of max. node displacements (resultant), max. moments, max. shear force, max. axial force, maximum storey drift.

Suggested Citation

  • Ram Raj Singh Dangi & Rahul Satbhaiya, 2020. "Utilization of Ferroconcrete and Steel Timber Hybridization Technique in Tall Structure using Analysis Tool Etabs," Int J Sci Res Civil Engg, International Journal of Scientific Research in Civil Engineering, vol. 4(6), pages 71-79, December.
    • Handle: RePEc:jcq:ijsrce:v4:y2020:i6:id:358
    DOI: 10.32628/IJSRCE204613
    Note: Article URL: https://ijsrce.com/home/article/view/IJSRCE204613
    as

    Download full text from publisher

    File URL: https://ijsrce.com/home/article/view/IJSRCE204613
    File Function: Article URL
    Download Restriction: no
    File URL: https://ijsrce.com/home/article/download/IJSRCE204613/IJSRCE204613
    File Function: Full text
    Download Restriction: no
    File URL: https://libkey.io/10.32628/IJSRCE204613?utm_source=ideas
    LibKey link: if access is restricted and if your library uses this service, LibKey will redirect you to where you can use your library subscription to access this item
    ---><---

    More about this item

    Keywords

    ;
    ;
    ;
    ;
    ;
    ;

    Statistics

    Access and download statistics

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:jcq:ijsrce:v4:y2020:i6:id:358. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    We have no bibliographic references for this item. You can help adding them by using this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: Pankaj Sharma (email available below). General contact details of provider: https://ijsrce.com/home .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.