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Sap doesn't have contact elements to simulate the interface. Are you looking for linear or nonlinear analysis?
for the analysis of retrofitted column you need to go for Finite Element Analysis. as connection can be defined well using FE.
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is there a relation between experimental results in compression, tension, and lateral loads on screw disk micro piles in cohesive soil and theoretical results found from SAP2000 or any theoretical...
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what is the precautions in analysis and design buried underground water tanks which will prevent uplift under seismic load ? with the effect of soil structure interaction ?
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Thanks in advance for your replies.
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Which is better for civil engineering structures, Structural Analysis in three-dimensional or two-dimensional? As in folded plates or cylindrical shell?
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How can I represent cracks in the columns on the SAP2000 program?
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Looking for the quantity of cement, sand, and gravel of footings and columns. Thank you!
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