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220822 ||| eng |
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|a 9783036543284
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|a books978-3-0365-4327-7
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|a 9783036543277
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1 |
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|a Bedon, Chiara
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| 245 |
0 |
0 |
|a Sustainable Structural Design for High-Performance Buildings and Infrastructures
|h Elektronische Ressource
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| 260 |
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|a Basel
|b MDPI - Multidisciplinary Digital Publishing Institute
|c 2022
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| 300 |
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|a 1 electronic resource (252 p.)
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| 653 |
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|a engineering demand parameters (EDPs)
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| 653 |
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|a earthquake
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| 653 |
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|a finite element (FE) numerical modelling
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| 653 |
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|a analytical model
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| 653 |
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|a green building material
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| 653 |
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|a ductility
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| 653 |
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|a reinforced concrete
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| 653 |
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|a granulated blast-furnace slag
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| 653 |
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|a empirical formulations
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| 653 |
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|a recycled ceramics
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| 653 |
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|a assessment
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| 653 |
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|a timber
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| 653 |
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|a Materials science / bicssc
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| 653 |
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|a cloud analysis
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| 653 |
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|a composites
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| 653 |
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|a shear capacity
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| 653 |
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|a fire exposure
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| 653 |
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|a FEM analysis
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| 653 |
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|a beams
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| 653 |
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|a embodied energy
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| 653 |
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|a linear regression
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| 653 |
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|a ferrocement
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| 653 |
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|a History of engineering and technology / bicssc
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| 653 |
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|a corrosion
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| 653 |
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|a deep beam
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| 653 |
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|a q-factor
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| 653 |
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|a thermal expansion
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| 653 |
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|a deterioration
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| 653 |
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|a palm oil fly ash
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| 653 |
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|a Technology: general issues / bicssc
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| 653 |
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|a fly ash
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| 653 |
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|a seismic design
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| 653 |
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|a CLT
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| 653 |
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|a non-linear incremental dynamic analyses (IDA)
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| 653 |
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|a beam-column joints
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| 653 |
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|a stirrup
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| 653 |
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|a interior joint
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| 653 |
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|a recycled waste material
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| 653 |
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|a concrete
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| 653 |
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|a CO2 emission
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| 653 |
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|a case study
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| 653 |
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|a construction demolition waste
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| 653 |
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|a ordinary Portland cement
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| 653 |
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|a waste management
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| 653 |
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|a ductile walls
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| 653 |
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|a support vector regression
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| 653 |
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|a corner joint
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|a load-bearing glass
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|a compressive strength
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|a crack
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|a modified reinforcement technique (MRT)
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|a cultural heritage
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| 653 |
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|a reinforcement
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| 653 |
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|a capacity reduction
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| 653 |
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|a Eurocode 8
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| 653 |
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|a friction
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| 653 |
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|a cyclic loading
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| 653 |
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|a shear strength
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| 653 |
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|a temperature
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| 653 |
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|a joint's numerical modeling
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| 653 |
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|a thermochromic
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| 653 |
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|a thermal boundaries
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| 653 |
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|a alkali-activated mix design
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| 653 |
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|a finite element (FE) numerical models
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| 653 |
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|a beam-column joint
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| 653 |
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|a displacement
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| 653 |
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|a stainless steel
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| 653 |
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|a metaheuristic optimization
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| 653 |
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|a cement-based composites (CBCs)
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| 653 |
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|a green mortar
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| 653 |
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|a structural glass
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| 653 |
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|a Zagreb
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| 700 |
1 |
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|a Stepinac, Mislav
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| 700 |
1 |
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|a Fasan, Marco
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| 700 |
1 |
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|a Vedrtnam, Ajitanshu
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| 041 |
0 |
7 |
|a eng
|2 ISO 639-2
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| 989 |
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|b DOAB
|a Directory of Open Access Books
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| 500 |
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|a Creative Commons (cc), https://creativecommons.org/licenses/by/4.0/
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| 028 |
5 |
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|a 10.3390/books978-3-0365-4327-7
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| 856 |
4 |
2 |
|u https://directory.doabooks.org/handle/20.500.12854/84522
|z DOAB: description of the publication
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| 856 |
4 |
0 |
|u https://www.mdpi.com/books/pdfview/book/5506
|7 0
|x Verlag
|3 Volltext
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| 082 |
0 |
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|a 900
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|a 333
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|a 700
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|a 600
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|a 620
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|a Exceptional design loads on buildings and structures may have different causes, including high-strain natural hazards, man-made attacks and accidents, and extreme operational conditions. All of these aspects can be critical for specific structural typologies and/or materials that are particularly sensitive. Dedicated and refined methods are thus required for design, analysis, and maintenance under structures' expected lifetimes. Major challenges are related to the structural typology and material properties. Further issues are related to the need for the mitigation or retrofitting of existing structures, or from the optimal and safe design of innovative materials/systems. Finally, in some cases, no design recommendations are available, and thus experimental investigations can have a key role in the overall process. For this SI, we have invited scientists to focus on the recent advancements and trends in the sustainable design of high-performance buildings and structures. Special attention has been given to materials and systems, but also to buildings and infrastructures that can be subjected to extreme design loads. This can be the case of exceptional natural events or unfavorable ambient conditions. The assessment of hazard and risk associated with structures and civil infrastructure systems is important for the preservation and protection of built environments. New procedures, methods, and more precise rules for safety design and the protection of sustainable structures are, however, needed.
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