Dynamics of Structures¶
Clough, R. W. (1993). Dynamics of Structures. McGraw-Hill.
Cited by¶
2 citations across 1 artifact.
Domain-specific¶
- Modal analysis using FEM
- Undamped free-vibration analysis solves K phi equals omega-squared M phi; constraints, element formulation, mesh, prestress, damping, repeated modes and truncation determine interpretation and validation.
- … eigenproblem, eigensolver and requested range, normalization, repeated and rigid-body modes, damping distinction, convergence, experimental correlation and uncertainty are explicit. to An applied instance preserves the same invariant under a changed scale, notation, jurisdiction, dataset, or implementation..
Verification¶
Does it exist? Not checked yet. This entry carries no identifier to resolve. It was extracted from the citation as written in the article, normalized, and deduplicated against the rest of the registry.
Does it back the claim? Not recorded. Neither this nor any other of the 2 citations of this work carries a recorded support check.
Support is checked per citation rather than per work — the same source can be cited soundly in one article and wrongly in another. Per-citation recording began recently, so a citation with no recorded check is a gap in the record rather than evidence it went unchecked.
See how references were verified.
Registry ID ref:055f310a48c5 · see in the full table