Quake load in SAP 2000 and ETABS analysed twice ?
Quake load in SAP 2000 and ETABS analysed twice ?
(OP)
Why si the qauke load analysed twice in SAP 2000 and ETABS? This is true even for nonlinear analysis.
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Quake load in SAP 2000 and ETABS analysed twice ?
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RE: Quake load in SAP 2000 and ETABS analysed twice ?
RE: Quake load in SAP 2000 and ETABS analysed twice ?