Hello, 1. The selection between lumped plasticity (infrmDBPH) and distributed plasticity (infrmFBPH, but also infrmFB & infrmDB) is a subject that cannot be fully analyzed in one forum post. Both approaches have advantages and disadvantages, the main points are the following: -distributed plasticity is generally more stable numerically -distributed plasticity models are more accurate (usually the blind prediction contests are won by programs that employ distributed plasticity) -lumped plasticity is generally faster, especially in dynamic time-history analysis 2. In both cases, the stiffne ..read more

Dear Sir, i need a clear understanding about plastic hinge modelling. i have modelled a cantilever RC bridge pier subject to axial and lateral load, i wanted to simulate the real behavior of damaged specimen wherein plastic deformation occurs at shear zone (plastic hinge formation at shear zone) under experimental test QSL. First i need to a suggestion that which approach is best for modelling the plastic hinge either introducing spring or introducing infrmFBPH in only plastic hinge length (i-e 8" as per experimental data) while the rest of element remain elastic, to get real simulation of d ..read more

Welcome to the SeismoStruct community! Performing an IDA analysis on a concrete pier with a hollow circular section retrofitted with steel is quite a specialized task, but SeismoStruct is well-equipped to handle it. To simulate your retrofitted concrete pier, you'll want to follow these general steps: Model the Geometry: Start by modeling the hollow circular section of the pier. You can define this geometry in the section properties. Ensure that the inner and outer diameters are accurately represented. Material Properties: Assign appropriate material properties for both the concrete and the ..read more

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