Reprint

Sustainable Structural Design for High-Performance Buildings and Infrastructures

Edited by
May 2022
252 pages
  • ISBN978-3-0365-4328-4 (Hardback)
  • ISBN978-3-0365-4327-7 (PDF)

This is a Reprint of the Special Issue Sustainable Structural Design for High-Performance Buildings and Infrastructures that was published in

Business & Economics
Environmental & Earth Sciences
Social Sciences, Arts & Humanities
Summary

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.

Format
  • Hardback
License and Copyright
© 2022 by the authors; CC BY-NC-ND license
Keywords
analytical model; ductile walls; shear strength; capacity reduction; Eurocode 8; concrete; stainless steel; reinforcement; temperature; thermal expansion; waste management; construction demolition waste; thermochromic; green building material; recycled waste material; corrosion; deterioration; stirrup; concrete; beams; concrete; cement-based composites (CBCs); compressive strength; fire exposure; thermal boundaries; finite element (FE) numerical modelling; empirical formulations; fly ash; granulated blast-furnace slag; palm oil fly ash; ordinary Portland cement; recycled ceramics; green mortar; alkali-activated mix design; compressive strength; embodied energy; CO2 emission; assessment; earthquake; Zagreb; case study; cultural heritage; seismic design; structural glass; q-factor; engineering demand parameters (EDPs); finite element (FE) numerical models; non-linear incremental dynamic analyses (IDA); cloud analysis; linear regression; composites; timber; CLT; load-bearing glass; earthquake; friction; FEM analysis; beam–column joints; shear capacity; cyclic loading; joint’s numerical modeling; interior joint; corner joint; modified reinforcement technique (MRT); beam-column joint; ferrocement; crack; ductility; displacement; reinforced concrete; deep beam; shear strength; support vector regression; metaheuristic optimization