Jump to content

Search the Community

Showing results for tags 'responsenature'.

  • Search By Tags

    Type tags separated by commas.
  • Search By Author

Content Type


Forums

  • General
    • Member Introduction
    • Shout Box
    • Students Zone
    • Engineering Marvels & Disasters
  • Civil/ Structural Engineering
    • General Discussion
    • Steel Design
    • Concrete Design
    • Seismic Design
    • Foundation Design
    • Software Issues
    • Journal/ Articles/ Tutorials
    • Spreadsheets & Softwares
  • Technical Support
    • Website Announcements/ Problems/ Login/ Registration Issues
  • PSX Stocks Investing's Topics
  • Parenting's Topics
  • Construction Consulting's Industrial Construction Project
  • Construction Consulting's Piling

Calendars

  • Community Calendar
  • Construction Consulting's Piling

Find results in...

Find results that contain...


Date Created

  • Start

    End


Last Updated

  • Start

    End


Filter by number of...

Joined

  • Start

    End


Group


Website URL


Skype


Location


University


Employer


Interests

Found 1 result

  1. Hello all Can we say that if a building has heavy mass,it is called a flexible structure just because w=sqrt(k/m) meaning frequency is low and time period is high.it means the body takes long time to come to rest.if the structure is flexible,as the ground displaces,its base starts undrgoes large deformation,but the structure tries to remain static?does this mean,during earthquake of longer periods,the buildings fail due to large deformation of its base?in flexible structures,the acceleration at the top is almost zero,so earthquake acceleration is very negligible over its inertial mass,right? can you please explain,base isolator are required for flexible buildings? And please explain the response difference between flexible and rigid structures,please enlighten me
×
×
  • Create New...

Important Information

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