Jump to content

Search the Community

Showing results for tags 'spectral displacement'.

  • 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. I have analyzed the frame for the load cases pushover, Gravity and Modal.I want to find out the Sa(Spectral acceleration) and sd (spectral Displacement) to convert the available pushover curve into capacity spectrum for finding out the performance point using ATC-40, procedure A.Can anybody please, Help me To get Participation Factor PF and modal mass ratio alpha directly from SAP2000 output Tables?(Can Participation factor be negative because in output table showing is correct?) (the frame is 2D, 4 storey, 4 Bays.)Thank You
×
×
  • Create New...

Important Information

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