2022
DOI: 10.1016/j.engstruct.2022.114353
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Effects of the anchor bolts and soil flexibility on the seismic response of cylindrical steel liquid storage tanks

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Cited by 9 publications
(10 citation statements)
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References 31 publications
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“…Study [4] gives a simple and effective model that takes into account the effects produced at the base of the tank (i.e., lifting and swinging), as well as the flexibility of the soil and nonlinear effects in the anchor system. A comprehensive analysis of the effects of the interaction of the soil, foundation, and structure in combination with the influence of the convective part of the liquid was carried out for three fixed cylindrical steel tanks.…”
Section: Literature Review and Problem Statementmentioning
confidence: 99%
See 1 more Smart Citation
“…Study [4] gives a simple and effective model that takes into account the effects produced at the base of the tank (i.e., lifting and swinging), as well as the flexibility of the soil and nonlinear effects in the anchor system. A comprehensive analysis of the effects of the interaction of the soil, foundation, and structure in combination with the influence of the convective part of the liquid was carried out for three fixed cylindrical steel tanks.…”
Section: Literature Review and Problem Statementmentioning
confidence: 99%
“…Construction and operation of tanks should be based on sound scientific, technically possible, fundamentally new design and econom-ically justified solutions. This leads to the need for additional research into the development of scientific foundations for assessing the strength, stability, and durability of vertical cylindrical tanks, taking into account actual operating conditions [4,5]. When designing reservoirs operated in seismically hazardous areas, research is carried out in the field of structural vibrations [6][7][8][9][10][11][12][13].…”
Section: Introductionmentioning
confidence: 99%
“…At the present stage of the ongoing research in the field of the earthquake resistance of plate and shell structures, a number of relevant studies can be found [47][48][49][50][51][52][53][54][55][56][57][58][59][60][61]. Particularly, in the work proposed by Śliwa et al [47], in order to restore the carrying power of a structure, the problem of repairing the "dents" with carbon fibers was considered, but the issue of the dynamic effects was not investigated.…”
Section: % 36% 52%mentioning
confidence: 99%
“…Bi et al [29] proposed a model for investigating the hydrodynamic pressures of a storage tank under earthquakes with various incidence angles taking coupled acoustic-structural interaction into account. Jaramillo et al [30] presented an efficient model considering soilfoundation-structure interaction and obtained influences of soil flexibility on earthquake responses of sloshing involving soil-tank interaction. Rezaiee-Pajand et al [31] proposed a two-dimensional model for obtaining the analytical solutions to the dynamic properties of a deformable storage tank surrounded by soil.…”
Section: Introductionmentioning
confidence: 99%