Uittreksel
| Originele taal-2 | English |
|---|---|
| Titel | Recent advances in earthquake engineering in Europe |
| Uitgeverij | Springer |
| Hoofdstuk | 13 |
| Pagina's | 309-322 |
| DOI's | |
| Status | Published - apr 2018 |
| Evenement | 16th European Conference on Earthquake Engineering - Thessaloniki, Thessaloniki, Greece Duur: 18 jun 2018 → 21 jun 2018 http://www.16ecee.org |
Publicatie series
| Naam | Geotechnical, Geological and Earthquake Engineering |
|---|---|
| Volume | 46 |
Conference
| Conference | 16th European Conference on Earthquake Engineering |
|---|---|
| Verkorte titel | 16ECEE |
| Land | Greece |
| Stad | Thessaloniki |
| Periode | 18/06/18 → 21/06/18 |
| Internet adres |
Vingerafdruk
Keywords
- bouwkunde
- aardbevingen
Citeer dit
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Multistory building frames and shear walls founded on “rocking” spread footings. / Dais, Dimitrios; Gazetas, George; Gelagoti, F.; Kourkoulis, R. .
Recent advances in earthquake engineering in Europe. Springer, 2018. blz. 309-322 (Geotechnical, Geological and Earthquake Engineering; Vol. 46).Onderzoeksoutput: Chapter › Academic › peer review
TY - CHAP
T1 - Multistory building frames and shear walls founded on “rocking” spread footings
AU - Dais, Dimitrios
AU - Gazetas, George
AU - Gelagoti, F.
AU - Kourkoulis, R.
PY - 2018/4
Y1 - 2018/4
N2 - The seismic performance of a two-story 2D frame and a five-story 3D frame–shear-wall structure founded on spread (isolated) footings is investigated. In addition to footings conventionally designed in accordance with “capacity-design” principles, substantially under-designed footings are also used. Such unconventional (“rocking”) footings may undergo severe cyclic uplifting while inducing large plastic deformations in the supporting soil during seismic shaking. It is shown that thanks to precisely such behaviour they help the structure survive with little damage, while experiencing controllable foundation deformations in the event of a really catastrophic seismic excitation. Potential exceptions are also mentioned along with methods of improvement.
AB - The seismic performance of a two-story 2D frame and a five-story 3D frame–shear-wall structure founded on spread (isolated) footings is investigated. In addition to footings conventionally designed in accordance with “capacity-design” principles, substantially under-designed footings are also used. Such unconventional (“rocking”) footings may undergo severe cyclic uplifting while inducing large plastic deformations in the supporting soil during seismic shaking. It is shown that thanks to precisely such behaviour they help the structure survive with little damage, while experiencing controllable foundation deformations in the event of a really catastrophic seismic excitation. Potential exceptions are also mentioned along with methods of improvement.
KW - building construction
KW - earthquakes
KW - bouwkunde
KW - aardbevingen
U2 - 10.1007/978-3-319-75741-4_13
DO - 10.1007/978-3-319-75741-4_13
M3 - Chapter
T3 - Geotechnical, Geological and Earthquake Engineering
SP - 309
EP - 322
BT - Recent advances in earthquake engineering in Europe
PB - Springer
ER -