000			00372nam a2200133Ia 4500
999			_c153673 _d153673
020			_a9783639059588
040			_cCUS
082			_a624.1762 _bKET/E
100			_aKettler, Markus
245		0	_aEarthquake design of large liquid-filled steel storage tanks: comparison of present design regulations, load-carrying behaviour of storage tanks/ _cMarkus Kettler
260			_aGermany: _bVDM Verlag, _c2008.
300			_axi, 125 p. : _bill. ; _c23 cm.
505			_aList of Figures 0 Introduction 1 Liquid storage tanks 1.1 Damage to storage tanks in earthquakes 1.2 Measures against damages in earthquakes 1.3 Seismic response of liquid storage tanks 2 Discussion of existing codes and recommendations 2.1 Eurocode 8-4 2.2 Recommendations of Rammerstorfer and Fischer 2.3 Recommendations of New Zealand 2.4 API Standard 650-E 2.5 Comparisons 3 FEM-calculations on steel tanks 3.1 Geometry of the tanks 3.2 Response Spectrum due to EC 8-1 3.3 Dynamic activated pressures for the given tanks 3.3.1 Calculation example - Tank 3 3.3.2 Calculated loads for the given tanks 3.3.3 Summary of the calculated loads 3.4 Documentation of the FEM - modelling 4 Load carrying behaviour of anchored and unanchored tanlts under seismic loading 4.1 Global deformations and stresses 4.2 Anchor forces and axial compression 4.2.1 Anchored tanks 4.2.2 Unanchored tanks 4.3 Base shear and hoop forces in annular plate 4.4 Uplifting 4.5 Annular plate and soil pressure 4.6 Hoop stress and bending of tank wall 4.7 Suction effect on rear wall 4.8 Bottom plate - global behaviour 5 Conclusion References
650			_aEarthquake
942			_cWB16