Jump to content
Structural Engineering Forum Of Pakistan

Search the Community

Showing results for tags 'seismic analysis'.

  • 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 2 results

  1. Said
    Dear friends, I have building G+2P+7 floors, it's almost symmetric but the second mode is always torsion, I tried many sh. walls configurations but have the same result any tips Thanks I attached the model e2k, G+2p+7.e2k
  2. Badar (BAZ)
    The post contains an attachment containing the seismic analysis of the over head water tank, performed by using guidelines of ACI 350.3-06. The report doesn't address every structural component, but can serve as reference for anyone who wants to check the frame-supported overhead water tank for seismic forces. Water tank Seismic FORCES - SEFP.pdf
×
×
  • Create New...

Important Information

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

  I accept