Seismic response and design of liquid storage tanks
Veletsos, Anestis S.
American Society of Civil Engineers, New York, Guidelines for the Seismic Design of Oil and Gas Pipeline Systems, prepared by the Committee on Gas and Liquid Fuel Lifelines of the ASCE Technical Council on Lifeline Earthquake Engineering. Ch. 7, 1984, pdf (615/A45/1984)
The principal objectives of this section are (1) to describe the salient features of the response of liquid storage tanks subjected to earthquake ground motions; (2) to present simple, practical procedures for evaluating the response and designing these structures; and (3) to identify the limitations of the current state of knowledge on the subject. The response quantities examined include the hydrodynamic pressures induced by the liquid on the tank wall; the associated tank forces, particularly the maximum values of the base shear and overturning base moments; and the maximum vertical displacement or sloshing height of the liquid surface. In Appendix C: Details of analysis of dynamic response of liquid storage tanks, by Veletsos, Anestis S., some of the fundamental steps involved in the dynamic analysis of liquid storage tanks are briefly reviewed and a derivation of the expressions governing the response of rigid tanks is presented.
PDF 3.33 MB | RAR 2.88 MB
Details of analysis of dynamic response of liquid storage tanks
Veletsos, Anestis S.
American Society of Civil Engineers, New York, Guidelines for the Seismic Design of Oil and Gas Pipeline Systems, prepared by the Committee on Gas and Liquid Fuel Lifelines of the ASCE Technical Council on Lifeline Earthquake Engineering. Appendix C:, 1984, pdf (615/A45/1984)
This appendix is complementary to Section 7, Seismic response and design of liquid storage tanks, by Veletsos, Anestis S. It reviews briefly some of the fundamental steps involved in the dynamic analysis of liquid storage tanks and presents a derivation of the expressions governing the response of rigid tanks. Additionally, it describes an appropriate procedure of the Dunkerley type for evaluating the fundamental natural frequency of deformable tanks. Both empty and liquid-filled tanks are examined.
PDF 0.83 MB | RAR 0.67 MB
Veletsos, Anestis S.
American Society of Civil Engineers, New York, Guidelines for the Seismic Design of Oil and Gas Pipeline Systems, prepared by the Committee on Gas and Liquid Fuel Lifelines of the ASCE Technical Council on Lifeline Earthquake Engineering. Ch. 7, 1984, pdf (615/A45/1984)
The principal objectives of this section are (1) to describe the salient features of the response of liquid storage tanks subjected to earthquake ground motions; (2) to present simple, practical procedures for evaluating the response and designing these structures; and (3) to identify the limitations of the current state of knowledge on the subject. The response quantities examined include the hydrodynamic pressures induced by the liquid on the tank wall; the associated tank forces, particularly the maximum values of the base shear and overturning base moments; and the maximum vertical displacement or sloshing height of the liquid surface. In Appendix C: Details of analysis of dynamic response of liquid storage tanks, by Veletsos, Anestis S., some of the fundamental steps involved in the dynamic analysis of liquid storage tanks are briefly reviewed and a derivation of the expressions governing the response of rigid tanks is presented.
PDF 3.33 MB | RAR 2.88 MB
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Details of analysis of dynamic response of liquid storage tanks
Veletsos, Anestis S.
American Society of Civil Engineers, New York, Guidelines for the Seismic Design of Oil and Gas Pipeline Systems, prepared by the Committee on Gas and Liquid Fuel Lifelines of the ASCE Technical Council on Lifeline Earthquake Engineering. Appendix C:, 1984, pdf (615/A45/1984)
This appendix is complementary to Section 7, Seismic response and design of liquid storage tanks, by Veletsos, Anestis S. It reviews briefly some of the fundamental steps involved in the dynamic analysis of liquid storage tanks and presents a derivation of the expressions governing the response of rigid tanks. Additionally, it describes an appropriate procedure of the Dunkerley type for evaluating the fundamental natural frequency of deformable tanks. Both empty and liquid-filled tanks are examined.
PDF 0.83 MB | RAR 0.67 MB
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************