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Buildings and Structures under Extreme Loads II

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Palabras clave – provistas por la editorial

blast loads; slab-column joints; prediction model; damage level; progressive collapse; steel beam-to-column connections; catenary mechanism; double-span assemblies; stiffness degradation; timber-to-timber composite (TCC) joints; push-out (PO) test setup; inclined self-tapping screws (STSs); finite-element (FE) method; cohesive zone modelling (CZM) method; boundaries; friction; sensitivity study; prototype abutment; non-destructive test; surcharge load; mode number; scour; steel truss; roof structure; partial collapse; finite element analysis; lightning strike; cable-stayed bridge; social disaster; blast scenario; blast analysis; LS-DYNA; balau wood; cross-arm; transmission tower; bracing system; creep; findley’s power law model; burger model; top-seat angle connections (TSACW); component-based models; initial stiffness; ultimate moment capacity; moment-rotation relation; artificial neural network (ANN); sensitivity analysis (SA); reinforced concrete column; multi-column pier; seismic behavior; lap-splice; transverse reinforcement; plastic hinge; ductility; bonded-in rod (BiR) connections; adhesives; fracture modes; moisture; experiments; linear elastic fracture mechanics (LEFM); analytical model; aeroelastic experiments; experimental uncertainty; singular value decomposition; correlation field; cathedral; foundation rehabilitation; jacked-in piles; soil injection; cracks; masonry; differential equation of motion; Legendre–Galerkin matrix (LGM) method; algebraic polynomials; single degree of freedom (SDOF); multi degree of freedom (MDOF); n/a

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Información

Tipo de recurso:

libros

ISBN electrónico

978-3-0365-3871-6

País de edición

Suiza

Información sobre derechos de publicación

Unless otherwise agreed, edited books (book as a whole) are labeled as u201cOpen Accessu201d and licensed by the respective authors in accordance with the Creative Commons Attribution (CC BY-NC-ND) license. The license allows users to download, copy, and build upon published work non-commercially, as long as the author and publisher are properly credited. If the material is transformed or built upon, the resulting work may not be distributed. The source of the published text must be identified and the DOI of the book should be given. Unless otherwise agreed, articles and monographs are labeled as u201cOpen Accessu201d and licensed by the respective authors in accordance with the Creative Commons Attribution (CC BY) license. The u201cOpen Accessu201d license allows unlimited distribution and reuse as long as appropriate credit is given to the original source and any changes made compared to the original are indicated. The source of the published text must be identified and the DOI of the article should be given.