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RAM | STAAD | ADINA Wiki Do we need to add Static Seismic Load cases additionally while performing Response Spectrum Analysis using IS1893(Part-1)2016 code?
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    Do we need to add Static Seismic Load cases additionally while performing Response Spectrum Analysis using IS1893(Part-1)2016 code?

       
      Applies To 
       
      Product(s): STAAD.Pro
      Version(s): All
      Environment:  N/A
      Area:  STAAD.Pro Analysis Solution
      Subarea:  Response Spectrum Analysis
      Original Author: SANJIB DAS, Bentley Global Technical Support Group
       

    IS 1893(Part-1)-2016 specifically mentions in the Clause 7.7.3 that base shear computed (Vb) from a dynamic analysis like a Response Spectrum analysis must be compared with the base shear obtained from using fundamental time-period Ta (i.e, by using Equivalent Static method. One need to provide IS893(Part-1)-2016 seismic definition. STAAD.Pro CE has been designed to compare Vb/VB internally and if VB> Vb, all the response quantities will be amplified by (Vb/VB) factor by the program. Hence, one must provide a IS893(Part-1)-2016 seismic definition while performing IS1893 Response Spectrum Analysis.

    • STAAD.Pro CONNECT Edition
    • IS1893 2016 part1
    • Response Spectrum
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    • DSANJU Created by Bentley Colleague DSANJU
    • When: Wed, Sep 28 2022 4:56 AM
    • Abhisek M Last revision by Bentley Colleague Abhisek M
    • When: Mon, Jun 26 2023 7:47 AM
    • Revisions: 4
    • Comments: 0
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