Non linear static push over analysis in ETABS | 3 Storey building | structural design | civil |

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  • เผยแพร่เมื่อ 1 ก.พ. 2025

ความคิดเห็น • 5

  • @surajitchanda5993
    @surajitchanda5993 4 หลายเดือนก่อน +1

    💖💖💖💖

  • @shahzadanwar3763
    @shahzadanwar3763 ปีที่แล้ว +1

    Sir performance based design kese krenge.? Ar fragility curve kese draw krenge

  • @vishrutlangalia
    @vishrutlangalia 2 ปีที่แล้ว

    i have been observing hinge surface error while performing pushover analysis due to which the graphs obtained are not of regular pattern

  • @mirzamohammedalibaig9744
    @mirzamohammedalibaig9744 3 ปีที่แล้ว +1

    Yes we'll said it's useless if you're unable to explain it very well.
    Almost you're doing good except mainly the fact that more clarity why we need to go with PUSHOVER analysis?
    What's the need /purpose?
    Which type of building systems need to get analyzed with PUSHOVER analysis based on heights/Zone/Classification & other criteria?
    What Analysis results we need to get through?
    Interpretation of analysis results !
    Give the clarity please

  • @RohitSingh-xb8ic
    @RohitSingh-xb8ic 3 ปีที่แล้ว

    Explain what are you doing otherwise, it's useless