Buildings and Structures under Extreme Loads

Exceptional loads on buildings and structures may have different causes, including high-strain dynamic effects due to natural hazards, man-made attacks, and accidents, as well as extreme operational conditions (severe temperature variations, humidity, etc.). All of these aspects can be critical for...

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Other Authors: Bedon, Chiara (Editor), Stochino, Flavio (Editor), Honfi, Daniel (Editor)
Format: Electronic Book Chapter
Language:English
Published: Basel, Switzerland MDPI - Multidisciplinary Digital Publishing Institute 2020
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DOAB: description of the publication
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520 |a Exceptional loads on buildings and structures may have different causes, including high-strain dynamic effects due to natural hazards, man-made attacks, and accidents, as well as extreme operational conditions (severe temperature variations, humidity, etc.). All of these aspects can be critical for specific structural typologies and/or materials that are particularly sensitive to external conditions. In this regard, dedicated and refined methods are required for their design, analysis, and maintenance under the expected lifetime. There are major challenges related to the structural typology and material properties with respect to the key features of the imposed design load. Further issues can be derived from the need for risk mitigation or retrofit of existing structures as well as from the optimal and safe design of innovative materials/systems. Finally, in some cases, no appropriate design recommendations are available and, thus, experimental investigations can have a key role within the overall process. In this Special Issue, original research studies, review papers, and experimental and/or numerical investigations are presented for the structural performance assessment of buildings and structures under various extreme conditions that are of interest for design. 
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653 |a damping device 
653 |a seismic design 
653 |a design base shear 
653 |a nonlinear response history analysis 
653 |a liquid storage tank 
653 |a earthquake 
653 |a wind 
653 |a dynamic response 
653 |a fluid-solid interaction 
653 |a composite shear wall 
653 |a seismic behavior 
653 |a quasi-static test 
653 |a design strength model 
653 |a bored-pile 
653 |a global strain extensometer 
653 |a pile friction resistance 
653 |a real-time monitoring 
653 |a snow-wind combined experiment facility 
653 |a snowdrift 
653 |a field observation 
653 |a scale experiments 
653 |a similarity criterion 
653 |a underwater explosion 
653 |a composite pressure hull 
653 |a whipping 
653 |a breathing 
653 |a failure index 
653 |a laminated glass (LG) 
653 |a free vibrations 
653 |a fundamental frequency 
653 |a mechanical restraints 
653 |a field experiments 
653 |a analytical modelling 
653 |a Finite Element (FE) numerical modelling 
653 |a super large cooling tower 
653 |a whole construction process 
653 |a wind vibration coefficient 
653 |a buckling stability 
653 |a ultimate bearing capacity 
653 |a snow load 
653 |a complex roof 
653 |a EOF analysis 
653 |a characteristics decomposition 
653 |a RABT fire curve 
653 |a fire simulation 
653 |a tunnel fire 
653 |a high temperature 
653 |a fire safety 
653 |a fire accident 
653 |a vertical earthquake motion 
653 |a seismic response 
653 |a atrium-style metro station 
653 |a shaking table test 
653 |a wind characteristics 
653 |a boundary layer 
653 |a typhoon 
653 |a hurricane 
653 |a field measurement 
653 |a train derailment 
653 |a derailment containment provisions 
653 |a collision testing 
653 |a post-derailment behavior 
653 |a slurry pipe jacking 
653 |a friction resistance 
653 |a effective friction coefficient 
653 |a pipe-soil-slurry interaction 
653 |a lubrication efficiency 
653 |a concrete 
653 |a blast load 
653 |a Monte Carlo analysis 
653 |a seismic demand 
653 |a pushover 
653 |a suction caisson 
653 |a suction penetration 
653 |a soil plug 
653 |a hydraulic gradient 
653 |a visual tests 
653 |a mountainous valley 
653 |a bridge site 
653 |a boundary transition section (BTS) 
653 |a numerical simulation 
653 |a wind tunnel test 
653 |a small radius TBM interval 
653 |a equivalent continuous model 
653 |a Winkler elastic foundation beam theory 
653 |a transfer matrix method 
653 |a horizontal axis deviation 
653 |a tall timber buildings 
653 |a timber composites 
653 |a seismic retrofitting 
653 |a Eurocode 8 
653 |a structural assessment 
653 |a masonry buildings 
653 |a earthquakes 
653 |a seismic loads 
653 |a existing structures 
653 |a reliability 
653 |a rehabilitation 
653 |a risk 
653 |a blast loading 
653 |a welded haunch connection 
653 |a steel frame structures 
653 |a non-linear dynamic analysis 
653 |a ABAQUS 
653 |a multiple degree of freedom (MDOF) 
653 |a frame ductility ratio 
653 |a n/a 
856 4 0 |a www.oapen.org  |u https://mdpi.com/books/pdfview/book/3133  |7 0  |z DOAB: download the publication 
856 4 0 |a www.oapen.org  |u https://directory.doabooks.org/handle/20.500.12854/69341  |7 0  |z DOAB: description of the publication