|
|
|
|
| LEADER |
06282nma a2201633 u 4500 |
| 001 |
EB001992621 |
| 003 |
EBX01000000000000001155523 |
| 005 |
00000000000000.0 |
| 007 |
cr||||||||||||||||||||| |
| 008 |
210512 ||| eng |
| 020 |
|
|
|a 9783039435692
|
| 020 |
|
|
|a books978-3-03943-570-8
|
| 020 |
|
|
|a 9783039435708
|
| 100 |
1 |
|
|a Bedon, Chiara
|
| 245 |
0 |
0 |
|a Buildings and Structures under Extreme Loads
|h Elektronische Ressource
|
| 260 |
|
|
|a Basel, Switzerland
|b MDPI - Multidisciplinary Digital Publishing Institute
|c 2020
|
| 300 |
|
|
|a 1 electronic resource (434 p.)
|
| 653 |
|
|
|a laminated glass (LG)
|
| 653 |
|
|
|a earthquake
|
| 653 |
|
|
|a pipe-soil-slurry interaction
|
| 653 |
|
|
|a tall timber buildings
|
| 653 |
|
|
|a steel frame structures
|
| 653 |
|
|
|a field experiments
|
| 653 |
|
|
|a ultimate bearing capacity
|
| 653 |
|
|
|a derailment containment provisions
|
| 653 |
|
|
|a seismic behavior
|
| 653 |
|
|
|a fire accident
|
| 653 |
|
|
|a earthquakes
|
| 653 |
|
|
|a equivalent continuous model
|
| 653 |
|
|
|a liquid storage tank
|
| 653 |
|
|
|a existing structures
|
| 653 |
|
|
|a shaking table test
|
| 653 |
|
|
|a design base shear
|
| 653 |
|
|
|a similarity criterion
|
| 653 |
|
|
|a risk
|
| 653 |
|
|
|a seismic demand
|
| 653 |
|
|
|a Finite Element (FE) numerical modelling
|
| 653 |
|
|
|a seismic response
|
| 653 |
|
|
|a reliability
|
| 653 |
|
|
|a free vibrations
|
| 653 |
|
|
|a rehabilitation
|
| 653 |
|
|
|a pushover
|
| 653 |
|
|
|a non-linear dynamic analysis
|
| 653 |
|
|
|a seismic loads
|
| 653 |
|
|
|a timber composites
|
| 653 |
|
|
|a high temperature
|
| 653 |
|
|
|a field observation
|
| 653 |
|
|
|a wind
|
| 653 |
|
|
|a seismic retrofitting
|
| 653 |
|
|
|a snow load
|
| 653 |
|
|
|a masonry buildings
|
| 653 |
|
|
|a whipping
|
| 653 |
|
|
|a collision testing
|
| 653 |
|
|
|a mechanical restraints
|
| 653 |
|
|
|a global strain extensometer
|
| 653 |
|
|
|a fire safety
|
| 653 |
|
|
|a scale experiments
|
| 653 |
|
|
|a slurry pipe jacking
|
| 653 |
|
|
|a small radius TBM interval
|
| 653 |
|
|
|a post-derailment behavior
|
| 653 |
|
|
|a pile friction resistance
|
| 653 |
|
|
|a boundary transition section (BTS)
|
| 653 |
|
|
|a multiple degree of freedom (MDOF)
|
| 653 |
|
|
|a horizontal axis deviation
|
| 653 |
|
|
|a vertical earthquake motion
|
| 653 |
|
|
|a breathing
|
| 653 |
|
|
|a characteristics decomposition
|
| 653 |
|
|
|a dynamic response
|
| 653 |
|
|
|a wind vibration coefficient
|
| 653 |
|
|
|a quasi-static test
|
| 653 |
|
|
|a structural assessment
|
| 653 |
|
|
|a n/a
|
| 653 |
|
|
|a typhoon
|
| 653 |
|
|
|a ABAQUS
|
| 653 |
|
|
|a wind tunnel test
|
| 653 |
|
|
|a blast loading
|
| 653 |
|
|
|a Winkler elastic foundation beam theory
|
| 653 |
|
|
|a welded haunch connection
|
| 653 |
|
|
|a field measurement
|
| 653 |
|
|
|a design strength model
|
| 653 |
|
|
|a visual tests
|
| 653 |
|
|
|a History of engineering and technology / bicssc
|
| 653 |
|
|
|a suction penetration
|
| 653 |
|
|
|a train derailment
|
| 653 |
|
|
|a real-time monitoring
|
| 653 |
|
|
|a underwater explosion
|
| 653 |
|
|
|a frame ductility ratio
|
| 653 |
|
|
|a EOF analysis
|
| 653 |
|
|
|a bridge site
|
| 653 |
|
|
|a seismic design
|
| 653 |
|
|
|a wind characteristics
|
| 653 |
|
|
|a mountainous valley
|
| 653 |
|
|
|a lubrication efficiency
|
| 653 |
|
|
|a atrium-style metro station
|
| 653 |
|
|
|a boundary layer
|
| 653 |
|
|
|a concrete
|
| 653 |
|
|
|a blast load
|
| 653 |
|
|
|a tunnel fire
|
| 653 |
|
|
|a soil plug
|
| 653 |
|
|
|a effective friction coefficient
|
| 653 |
|
|
|a hurricane
|
| 653 |
|
|
|a numerical simulation
|
| 653 |
|
|
|a RABT fire curve
|
| 653 |
|
|
|a bored-pile
|
| 653 |
|
|
|a snow-wind combined experiment facility
|
| 653 |
|
|
|a Monte Carlo analysis
|
| 653 |
|
|
|a fundamental frequency
|
| 653 |
|
|
|a snowdrift
|
| 653 |
|
|
|a super large cooling tower
|
| 653 |
|
|
|a buckling stability
|
| 653 |
|
|
|a Eurocode 8
|
| 653 |
|
|
|a friction resistance
|
| 653 |
|
|
|a hydraulic gradient
|
| 653 |
|
|
|a transfer matrix method
|
| 653 |
|
|
|a fire simulation
|
| 653 |
|
|
|a suction caisson
|
| 653 |
|
|
|a fluid-solid interaction
|
| 653 |
|
|
|a composite shear wall
|
| 653 |
|
|
|a analytical modelling
|
| 653 |
|
|
|a damping device
|
| 653 |
|
|
|a nonlinear response history analysis
|
| 653 |
|
|
|a composite pressure hull
|
| 653 |
|
|
|a failure index
|
| 653 |
|
|
|a whole construction process
|
| 653 |
|
|
|a complex roof
|
| 700 |
1 |
|
|a Stochino, Flavio
|
| 700 |
1 |
|
|a Honfi, Daniel
|
| 700 |
1 |
|
|a Bedon, Chiara
|
| 041 |
0 |
7 |
|a eng
|2 ISO 639-2
|
| 989 |
|
|
|b DOAB
|a Directory of Open Access Books
|
| 500 |
|
|
|a Creative Commons (cc), https://creativecommons.org/licenses/by/4.0/
|
| 024 |
8 |
|
|a 10.3390/books978-3-03943-570-8
|
| 856 |
4 |
2 |
|u https://directory.doabooks.org/handle/20.500.12854/69341
|z DOAB: description of the publication
|
| 856 |
4 |
0 |
|u https://www.mdpi.com/books/pdfview/book/3133
|7 0
|x Verlag
|3 Volltext
|
| 082 |
0 |
|
|a 900
|
| 082 |
0 |
|
|a 700
|
| 082 |
0 |
|
|a 600
|
| 082 |
0 |
|
|a 620
|
| 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.
|