Sustainable Structural Design for High-Performance Buildings and Infrastructures

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 se...

Full description

Saved in:
Bibliographic Details
HerausgeberIn:
Sonstige:
Year of Publication:2022
Language:English
Physical Description:1 electronic resource (252 p.)
Tags: Add Tag
No Tags, Be the first to tag this record!
LEADER 05186nam-a2201237z--4500
001 993544458104498
005 20231214132821.0
006 m o d
007 cr|mn|---annan
008 202206s2022 xx |||||o ||| 0|eng d
035 |a (CKB)5720000000008431 
035 |a (oapen)https://directory.doabooks.org/handle/20.500.12854/84522 
035 |a (EXLCZ)995720000000008431 
041 0 |a eng 
100 1 |a Bedon, Chiara  |4 edt 
245 1 0 |a Sustainable Structural Design for High-Performance Buildings and Infrastructures 
260 |a Basel  |b MDPI - Multidisciplinary Digital Publishing Institute  |c 2022 
300 |a 1 electronic resource (252 p.) 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
520 |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. 
546 |a English 
650 7 |a Technology: general issues  |2 bicssc 
650 7 |a History of engineering & technology  |2 bicssc 
650 7 |a Materials science  |2 bicssc 
653 |a analytical model 
653 |a ductile walls 
653 |a shear strength 
653 |a capacity reduction 
653 |a Eurocode 8 
653 |a concrete 
653 |a stainless steel 
653 |a reinforcement 
653 |a temperature 
653 |a thermal expansion 
653 |a waste management 
653 |a construction demolition waste 
653 |a thermochromic 
653 |a green building material 
653 |a recycled waste material 
653 |a corrosion 
653 |a deterioration 
653 |a stirrup 
653 |a beams 
653 |a cement-based composites (CBCs) 
653 |a compressive strength 
653 |a fire exposure 
653 |a thermal boundaries 
653 |a finite element (FE) numerical modelling 
653 |a empirical formulations 
653 |a fly ash 
653 |a granulated blast-furnace slag 
653 |a palm oil fly ash 
653 |a ordinary Portland cement 
653 |a recycled ceramics 
653 |a green mortar 
653 |a alkali-activated mix design 
653 |a embodied energy 
653 |a CO2 emission 
653 |a assessment 
653 |a earthquake 
653 |a Zagreb 
653 |a case study 
653 |a cultural heritage 
653 |a seismic design 
653 |a structural glass 
653 |a q-factor 
653 |a engineering demand parameters (EDPs) 
653 |a finite element (FE) numerical models 
653 |a non-linear incremental dynamic analyses (IDA) 
653 |a cloud analysis 
653 |a linear regression 
653 |a composites 
653 |a timber 
653 |a CLT 
653 |a load-bearing glass 
653 |a friction 
653 |a FEM analysis 
653 |a beam–column joints 
653 |a shear capacity 
653 |a cyclic loading 
653 |a joint’s numerical modeling 
653 |a interior joint 
653 |a corner joint 
653 |a modified reinforcement technique (MRT) 
653 |a beam-column joint 
653 |a ferrocement 
653 |a crack 
653 |a ductility 
653 |a displacement 
653 |a reinforced concrete 
653 |a deep beam 
653 |a support vector regression 
653 |a metaheuristic optimization 
776 |z 3-0365-4328-7 
776 |z 3-0365-4327-9 
700 1 |a Stepinac, Mislav  |4 edt 
700 1 |a Fasan, Marco  |4 edt 
700 1 |a Vedrtnam, Ajitanshu  |4 edt 
700 1 |a Youssef, Maged A.  |4 edt 
700 1 |a Bedon, Chiara  |4 oth 
700 1 |a Stepinac, Mislav  |4 oth 
700 1 |a Fasan, Marco  |4 oth 
700 1 |a Vedrtnam, Ajitanshu  |4 oth 
700 1 |a Youssef, Maged A.  |4 oth 
906 |a BOOK 
ADM |b 2023-12-15 05:31:47 Europe/Vienna  |f system  |c marc21  |a 2022-07-02 22:45:44 Europe/Vienna  |g false 
AVE |i DOAB Directory of Open Access Books  |P DOAB Directory of Open Access Books  |x https://eu02.alma.exlibrisgroup.com/view/uresolver/43ACC_OEAW/openurl?u.ignore_date_coverage=true&portfolio_pid=5337629990004498&Force_direct=true  |Z 5337629990004498  |b Available  |8 5337629990004498