Time history analysis in ETABS software | civil structural design | analysis of building |
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- เผยแพร่เมื่อ 10 พ.ย. 2023
- #civilengineering #building #analysis
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In this Video lecture you are able to learn about Non linear static push over analysis in ETABS | 3 Storey building | structural design | civil |
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HI! I guess you forgot to add a scale factor on Load Case Data display, you should consider R factor and the file's unit. And also when you define Time history function you did not set the correct options: Values are: time and function values, and there's three points per line. (for these reason the register looked so strange)
Why didn't you assign hinge here?
In etabs, when defining the properties of rebars in slab rebar object data>rebar material>modify material>Design property data, there are options minimum and expected yield stress, why does etabs have these two different yield stresses, can you explain?
Sir i need software