openpra-monorepo

---

Variable: StructuralResponseModelSchema

const StructuralResponseModelSchema: ZodObject<{ asModeledCondition: ZodEnum<{ AS_BUILT: "AS_BUILT"; AS_DESIGNED: "AS_DESIGNED"; AS_INTENDED_TO_OPERATE: "AS_INTENDED_TO_OPERATE"; AS_OPERATED: "AS_OPERATED"; }>; dampingRepresentation: ZodString; diaphragmFlexibility: ZodString; directionalCoupling: ZodString; foundationAndEmbedment: ZodString; implementsSrs: ZodArray<ZodObject<{ hlr: ZodEnum<{ A: "A"; B: "B"; C: "C"; D: "D"; E: "E"; F: "F"; G: "G"; H: "H"; I: "I"; }>; sr: ZodString; }, $strip>>; limitations: ZodArray<ZodString>; massRepresentation: ZodString; modalProperties: ZodArray<ZodObject<{ dampingRatio: ZodNumber; direction: ZodString; frequencyHz: ZodNumber; massParticipationFraction: ZodNumber; mode: ZodNumber; }, $strip>>; modelFileRefs: ZodArray<ZodString>; modelType: ZodEnum<{ OTHER_THREE_DIMENSIONAL: "OTHER_THREE_DIMENSIONAL"; THREE_DIMENSIONAL_FINITE_ELEMENT: "THREE_DIMENSIONAL_FINITE_ELEMENT"; THREE_DIMENSIONAL_LUMPED_MASS: "THREE_DIMENSIONAL_LUMPED_MASS"; }>; name: ZodString; nonlinearFeatures: ZodArray<ZodString>; rotationalInertia: ZodString; softwareAndVersion: ZodString; stiffnessRepresentation: ZodString; stressStateRepresentation: ZodString; structuralCoupling: ZodString; structureRef: ZodString; torsionalEffects: ZodString; uuid: ZodString; verificationAndValidation: ZodString; }, $strip>

Defined in: sfr/seismic-fragility-analysis.ts:78