Jump to content

Search the Community

Showing results for tags 'masonry infill'.

  • Search By Tags

    • masonry infill ×
    Type tags separated by commas.
  • Search By Author

Content Type



Find results in...

Find results that contain...


Date Created

  • Start

    End


Last Updated

  • Start

    End


Found 3 results

  1. I have done a pushover analysis of 3-storey 1-bay masonary infilled frame using opensees and as i look into the shear profile of the frame at various time steps the shear in cols is a little negative intially and then becomes positive and the increases in the positive direction with the increasing...
  2. i am modelling an infilled RC frame using single strut in opensees software, the base shear versus disp response of the frame does not show that the infill fails.... what could be the reason for that,, is it possible that an infill does not fail ?
  3. How can we model masonry infill walls with RC frame in ETABS? What is its effect on overall design of structure?
×
×
  • Create New...

Important Information

By using this site, you agree to our Terms of Use and Guidelines.