Geotechnical earthquake engineering/ Ikuo Towhata
Material type: TextPublication details: Heidelberg: Springer, 2008Description: xx, 684 pISBN: 9783540357827Subject(s): Earthquake engineering | Soil dynamics | Soil mechanicsDDC classification: 624.1762Item type | Current library | Call number | Status | Date due | Barcode | Item holds |
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General Books | Central Library, Sikkim University General Book Section | 624.1762 TOW/G (Browse shelf(Opens below)) | Available | P08567 |
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624.1762 SPE/E Earthquake engineering frontiers in the new millennium/ | 624.1762 SRB/G Geotechnical earthquake engineering: Simplified analyses with case studies and examples/ | 624.1762 TAK/C Critical excitation methods in earthquake engineering/ | 624.1762 TOW/G Geotechnical earthquake engineering/ | 624.1762 TUC/I Issues in urban earthquake risk/ | 624.1762 ZIE/C Computational geomechanics with special reference to earthquake engineering/ | 624.17620952 CLA/E Earthquake nation: The cultural politics of Japanese seismicity,1868-1930/ |
Knowledge of soil mechanics --
Basic principles in soil mechanics --
Problems concerning shaking of soft ground undergoing earthquake loading --
Seismological knowledge --
Wave propagation in elastic medium --
Earthquake effects --
Dynamic response analysis --
Pseudostatic limit equilibrium analysis --
Field investigation --
Dynamic response of complex-modulus model --
Laboratory tests on dynamic properties of soils --
Stress-strain models --
Application of seismic inertia force --
Seismic forces exerted on structures --
Seismic behavior of slopes and embankments --
Landslides --
Seismic faults --
Features of liquefaction-induced damages --
Mechanism of onset of liquefaction --
Assessment of liquefaction potential --
Behavior of soil undergoing cyclic undrained loading --
In-situ tests on liquefaction potential of subsoils --
Post-liquefaction behavior of sandy ground --
Immediate detection of liquefaction damage and emergency action --
Permanent displacement/deformation of liquefied subsoil --
Prediction of permanent displacement due to liquefaction --
Mitigation of liquefaction-induced damage --
Seismic microzonation.
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