Common isolation systems horizontally separate a structure from its base (Fig. 1 a and b).The proposed isolation system is vertically detached from the shell of the AST (Fig. 1
The seismic performance of the non-isolated and isolated liquid storage tanks under the mainshock-aftershock sequences is comparatively discussed. Furthermore, it can provide
This paper aims to develop the fragility curves of base isolated liquid storage tanks under near-fault ground motions. Liquid storage tanks are important lifeline structures for
fragility curves of non-isolated liquid storage tanks considering plastic deformation in shell and roof as well as elephant foot buckling (EFB) damage states for different liquid storage tank
Simplified mechanical models of non-isolated and isolated storage tanks are proposed and the seismic responses of the corresponding storage tanks are calculated using the Newmark-beta method.
The topology of the proposed multiport isolated bidirectional dc-dc converter (BDC) is the triple active full bridge (TAB) topology that interfaces battery as primary energy
The failure of liquid storage tanks is mainly due to buckling of the tank wall, failure of piping system and uplift of the anchorage system. The seismic behaviour of liquid storage tank is
Fluid storage tanks are used for storage, distribution, or process of different kinds of fluids including water, oil, wine, wastes, liquified natural gas (LNG), chemicals, diesel fuel
Large tanks are extensively used for storing water, petrochemicals and fuels. Since they are often cited in earthquake-prone areas, the safe and continuous operation of
Chalhoub and Kelly (1990) determined favorable effects of base isolation of liquid storage tanks through shake table tests on isolated and non-isolated tanks. In 2000, Bachmann and Wenk
responses are compared with the corresponding responses of non-isolated tanks. Moreover, a para- metric study was conducted to evaluate the effect of tank aspect ratio, isolation period,
Earthquake Eng Struct Dyn 1997;26:839–47. [13] Shrimali MK, Jangid RS. Seismic response of liquid storage tanks isolated by sliding bearings. Eng Struct 2002;24:907–19. [14] Shrimali MK, Jangid RS. Non-linear seismic response of
2012. Liquid storage tanks are important components of lifeline and industrial facilities. They are critical elements in water supply scheme and fire fighting system, and extensively used for
response of elevated liquid storage steel tanks isolated by non-linear elastomeric bearings considering the influence of various isolation parameters. Kim et al. (2002) presented a three-
The typical solution to this problem is the use of energy storage devices in conjunction with the RES to compensate this variability and obtain a stable and smooth power flow to the load. The
This paper aims to develop the fragility curves of base isolated liquid storage tanks under near-fault ground motions. Liquid storage tanks are important lifeline structures for industrial plants
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