TY  - GEN
AU  - Bedon,Chiara
AU  - Stochino,Flavio
AU  - Honfi,Daniel
AU  - Bedon,Chiara
AU  - Stochino,Flavio
AU  - Honfi,Daniel
TI  - Buildings and Structures under Extreme Loads II
SN  - books978-3-0365-3871-6
PY  - 2022///
CY  - Basel
PB  - MDPI - Multidisciplinary Digital Publishing Institute
KW  - Technology: general issues
KW  - bicssc
KW  - History of engineering & technology
KW  - blast loads
KW  - slab-column joints
KW  - prediction model
KW  - damage level
KW  - progressive collapse
KW  - steel beam-to-column connections
KW  - catenary mechanism
KW  - double-span assemblies
KW  - stiffness degradation
KW  - timber-to-timber composite (TCC) joints
KW  - push-out (PO) test setup
KW  - inclined self-tapping screws (STSs)
KW  - finite-element (FE) method
KW  - cohesive zone modelling (CZM) method
KW  - boundaries
KW  - friction
KW  - sensitivity study
KW  - prototype abutment
KW  - non-destructive test
KW  - surcharge load
KW  - mode number
KW  - scour
KW  - steel truss
KW  - roof structure
KW  - partial collapse
KW  - finite element analysis
KW  - lightning strike
KW  - cable-stayed bridge
KW  - social disaster
KW  - blast scenario
KW  - blast analysis
KW  - LS-DYNA
KW  - balau wood
KW  - cross-arm
KW  - transmission tower
KW  - bracing system
KW  - creep
KW  - findley's power law model
KW  - burger model
KW  - top-seat angle connections (TSACW)
KW  - component-based models
KW  - initial stiffness
KW  - ultimate moment capacity
KW  - moment-rotation relation
KW  - artificial neural network (ANN)
KW  - sensitivity analysis (SA)
KW  - reinforced concrete column
KW  - multi-column pier
KW  - seismic behavior
KW  - lap-splice
KW  - transverse reinforcement
KW  - plastic hinge
KW  - ductility
KW  - bonded-in rod (BiR) connections
KW  - adhesives
KW  - fracture modes
KW  - moisture
KW  - experiments
KW  - linear elastic fracture mechanics (LEFM)
KW  - analytical model
KW  - aeroelastic experiments
KW  - experimental uncertainty
KW  - singular value decomposition
KW  - correlation field
KW  - cathedral
KW  - foundation rehabilitation
KW  - jacked-in piles
KW  - soil injection
KW  - cracks
KW  - masonry
KW  - differential equation of motion
KW  - Legendre-Galerkin matrix (LGM) method
KW  - algebraic polynomials
KW  - single degree of freedom (SDOF)
KW  - multi degree of freedom (MDOF)
KW  - n/a
N1  - Open Access
N2  - Exceptional loads on buildings and structures are known to take origin and manifest from different causes, like natural hazards and possible high-strain dynamic effects, human-made attacks and impact issues for load-bearing components, possible accidents, and even unfavorable/extreme operational conditions. All these aspects can be critical for specific structural typologies and/or materials that are particularly sensitive to external conditions. In this regard, dedicated analysis methods and performance indicators are required for the design and maintenance under the expected lifetime. Typical issues and challenges can find huge efforts and clarification in research studies, which are able to address with experiments and/or numerical analyses the expected performance and capacity of a given structural system, with respect to demands. Accordingly, especially for existing structures or strategic buildings, the need for retrofit or mitigation of adverse effects suggests the definition of optimal and safe use of innovative materials, techniques, and procedures. This Special Issue follows the first successful edition and confirms the need of continuous research efforts in support of building design under extreme loads, with a list of original research papers focused on various key aspects of structural performance assessment for buildings and systems under exceptional design actions and operational conditions
UR  - https://mdpi.com/books/pdfview/book/5320
UR  - https://directory.doabooks.org/handle/20.500.12854/80979
ER  -