Search
Leader | 00000nz a2200037n 45 0 | ||
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001 | WKP|Q58305739 (VIAF cluster) (Authority/Source Record) | ||
003 | WKP | ||
005 | 20241221010727.0 | ||
008 | 241221nneanz||abbn n and d | ||
035 | ‡a (WKP)Q58305739 | ||
024 | ‡a 0000-0003-1188-5978 ‡2 orcid | ||
024 | ‡a 7003416007 ‡2 scopus | ||
024 | ‡a 56333091500 ‡2 scopus | ||
035 | ‡a (OCoLC)Q58305739 | ||
043 | ‡c PT | ||
100 | 0 | ‡a E. Caetano ‡c researcher, ORCID id # 0000-0003-1188-5978 ‡9 en | |
375 | ‡a 2 ‡2 iso5218 | ||
400 | 0 | ‡a E. Caetano ‡c Portugees onderzoeker ‡9 nl | |
670 | ‡a Author's A Combined Exponential-Power-Law Method for Interconversion between Viscoelastic Functions of Polymers and Polymer-Based Materials | ||
670 | ‡a Author's A New Viscoelasticity Dynamic Fitting Method Applied for Polymeric and Polymer-Based Composite Materials | ||
670 | ‡a Author's Fatigue analysis of a railway bridge based on fracture mechanics and local modelling of riveted connections | ||
670 | ‡a Author's Lateral crowd‐structure interaction model to analyse the change of the modal properties of footbridges | ||
670 | ‡a Author's Updating Numerical Models of Masonry Arch Bridges by Operational Modal Analysis | ||
909 | ‡a (orcid) 0000000311885978 ‡9 1 | ||
909 | ‡a (scopus) 7003416007 ‡9 1 | ||
909 | ‡a (scopus) 56333091500 ‡9 1 | ||
919 | ‡a combinedexponentialpowerlawmethodforinterconversionbetweenviscoelasticfunctionsofpolymersandpolymerbasedmaterials ‡A A Combined Exponential-Power-Law Method for Interconversion between Viscoelastic Functions of Polymers and Polymer-Based Materials ‡9 1 | ||
919 | ‡a newviscoelasticitydynamicfittingmethodappliedforpolymericandpolymerbasedcompositematerials ‡A A New Viscoelasticity Dynamic Fitting Method Applied for Polymeric and Polymer-Based Composite Materials ‡9 1 | ||
919 | ‡a fatigueanalysisofarailwaybridgebasedonfracturemechanicsandlocalmodellingofrivetedconnections ‡A Fatigue analysis of a railway bridge based on fracture mechanics and local modelling of riveted connections ‡9 1 | ||
919 | ‡a lateralcrowdstructureinteractionmodeltoanalysethechangeofthemodalpropertiesoffootbridges ‡A Lateral crowd‐structure interaction model to analyse the change of the modal properties of footbridges ‡9 1 | ||
919 | ‡a updatingnumericalmodelsofmasonryarchbridgesbyoperationalmodalanalysis ‡A Updating Numerical Models of Masonry Arch Bridges by Operational Modal Analysis ‡9 1 | ||
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