Earthquake Geotechnical Engineering Design
Pseudo-static analysis is still the most-used method to assess the stability of geotechnical systems that are exposed to earthquake forces. However, this method does not provide any information about the deformations and permanent displacements induced by seismic activity. Moreover, it is questionab...
| Συγγραφή απο Οργανισμό/Αρχή: | |
|---|---|
| Άλλοι συγγραφείς: | , |
| Μορφή: | Ηλεκτρονική πηγή Ηλ. βιβλίο |
| Γλώσσα: | English |
| Έκδοση: |
Cham :
Springer International Publishing : Imprint: Springer,
2014.
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| Σειρά: | Geotechnical, Geological and Earthquake Engineering,
28 |
| Θέματα: | |
| Διαθέσιμο Online: | Full Text via HEAL-Link |
Πίνακας περιεχομένων:
- Spatially constrained inversion of surface wave data to build shear wave velocity models
- Site Classification and spectral amplification for seismic code provisions
- Sand Liquefaction observed during Recent earthquake and Basic Laboratory Studies on Aging effect
- Liquefaction In Tokyo Bay And Kanto Regions In The 2011 Great East Japan Earthquake
- Allowable settlement and inclination of houses defined after the 2011 Tohoku - Pacific Ocean Earthquake in Japan
- Seismic Performance of River Levees; Experience and Prediction
- Earthquake Performance Design of Dams using Destructive Potential Factors
- Seismic response of shallow footings: a promising application for the macro-element approach
- Large-Scale Modeling of Ground and Soil-Structure Earthquake Response
- Seismic displacement based design of structures: relevance of soil structure interaction
- Performance and seismic design of underground structures
- Reinforced Soil Walls during the Recent Great Earthquakes in Japan and Geo-Risk based Design
- Performance Based Seismic Design of Geosynthetic Barriers for Waste Containment.
