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Cite this DOI

10.46243/jst.2022.v7.i02.pp139-145 · FLUID-STRUCTURE INTERACTION IN WATER TANKS: DYNAMIC ASSESSMENT

APA (7th edition)

Mr.K.A.S.V.R.Sai Phani Kumar, M. P. K. (2022). FLUID-STRUCTURE INTERACTION IN WATER TANKS: DYNAMIC ASSESSMENT. *Journal of Science & Technology*, *7*(2), 139–145. https://doi.org/10.46243/jst.2022.v7.i02.pp139-145

⬇ text Italics are shown as *asterisks* in plain text — the journal or book title and the volume.

BibTeX

@article{mrkasvrsaiphanikumar2022fluidstructure,
  author    = {Mr.K.A.S.V.R.Sai Phani Kumar, Mr.K.A.S.V.R.Sai Phani Kumar},
  title     = {{FLUID-STRUCTURE INTERACTION IN WATER TANKS: DYNAMIC ASSESSMENT}},
  journal   = {Journal of Science \& Technology},
  year      = {2022},
  month     = {jul},
  volume    = {7},
  number    = {2},
  pages     = {139--145},
  publisher = {Longman Publishers},
  issn      = {2456-5660},
  doi       = {10.46243/jst.2022.v7.i02.pp139-145},
  url       = {https://doi.org/10.46243/jst.2022.v7.i02.pp139-145},
  language  = {en},
  abstract  = {Due to increased population and growth of cities, the number of raised water tanks servicing the demand urban \textbackslash\{\}swater system is on the rise. As it has been indicated in the Iranian code of practise for Earthquake /2800 due \textbackslash\{\}sof the necessity of sanitation and hygiene water tanks have been recognised as vital constructions during the unforeseen occurrences such as earthquake. There is a high anticipation not to observe any phase out for their serviceability following the earthquake. Because of the presence of fluid with various behavioural features of structures containing it Because the most part of mass of tanks are posi tioned in a great distance from their foundation, the behaviour of these sorts of structures in comparing with conventional structures are more sophisticated. In this study, cylindrical concrete water tanks, which feature a central shaft, have been examined with consideration the influence of the structure’s contact with water via accurate execution of boundary constraints on the interface between fluid and structure. Also considering the volume of water in the tank and their response under recorded acceler ation of varied earthquakes utilising finite element approach. The findings were then compared with proposed ways by Iranian code /2800, which shows a significant variation between the approaches given}
}

⬇ .bib

RIS (EndNote, Zotero, Mendeley)

TY  - JOUR
TI  - FLUID-STRUCTURE INTERACTION IN WATER TANKS: DYNAMIC ASSESSMENT
AU  - Mr.K.A.S.V.R.Sai Phani Kumar, Mr.K.A.S.V.R.Sai Phani Kumar
JO  - Journal of Science & Technology
PY  - 2022
DA  - 2022/07/03/
VL  - 7
IS  - 2
SP  - 139
EP  - 145
PB  - Longman Publishers
SN  - 2456-5660
LA  - en
AB  - Due to increased population and growth of cities, the number of raised water tanks servicing the demand urban \swater system is on the rise. As it has been indicated in the Iranian code of practise for Earthquake /2800 due \sof the necessity of sanitation and hygiene water tanks have been recognised as vital constructions during the unforeseen occurrences such as earthquake. There is a high anticipation not to observe any phase out for their serviceability following the earthquake. Because of the presence of fluid with various behavioural features of structures containing it Because the most part of mass of tanks are posi tioned in a great distance from their foundation, the behaviour of these sorts of structures in comparing with conventional structures are more sophisticated. In this study, cylindrical concrete water tanks, which feature a central shaft, have been examined with consideration the influence of the structure’s contact with water via accurate execution of boundary constraints on the interface between fluid and structure. Also considering the volume of water in the tank and their response under recorded acceler ation of varied earthquakes utilising finite element approach. The findings were then compared with proposed ways by Iranian code /2800, which shows a significant variation between the approaches given
DO  - 10.46243/jst.2022.v7.i02.pp139-145
UR  - https://doi.org/10.46243/jst.2022.v7.i02.pp139-145
ER  -

⬇ .ris

CSL-JSON

{
    "type": "article-journal",
    "id": "10.46243/jst.2022.v7.i02.pp139-145",
    "DOI": "10.46243/jst.2022.v7.i02.pp139-145",
    "URL": "https://doi.org/10.46243/jst.2022.v7.i02.pp139-145",
    "title": "FLUID-STRUCTURE INTERACTION IN WATER TANKS: DYNAMIC ASSESSMENT",
    "source": "Smart Scholars DOI Registry",
    "container-title": "Journal of Science & Technology",
    "author": [
        {
            "family": "Mr.K.A.S.V.R.Sai Phani Kumar",
            "given": "Mr.K.A.S.V.R.Sai Phani Kumar"
        }
    ],
    "issued": {
        "date-parts": [
            [
                2022,
                7,
                3
            ]
        ]
    },
    "volume": "7",
    "issue": "2",
    "page": "139-145",
    "publisher": "Longman Publishers",
    "language": "en",
    "abstract": "Due to increased population and growth of cities, the number of raised water tanks servicing the demand urban \\swater system is on the rise. As it has been indicated in the Iranian code of practise for Earthquake /2800 due \\sof the necessity of sanitation and hygiene water tanks have been recognised as vital constructions during the unforeseen occurrences such as earthquake. There is a high anticipation not to observe any phase out for their serviceability following the earthquake. Because of the presence of fluid with various behavioural features of structures containing it Because the most part of mass of tanks are posi tioned in a great distance from their foundation, the behaviour of these sorts of structures in comparing with conventional structures are more sophisticated. In this study, cylindrical concrete water tanks, which feature a central shaft, have been examined with consideration the influence of the structure’s contact with water via accurate execution of boundary constraints on the interface between fluid and structure. Also considering the volume of water in the tank and their response under recorded acceler ation of varied earthquakes utilising finite element approach. The findings were then compared with proposed ways by Iranian code /2800, which shows a significant variation between the approaches given",
    "ISSN": "2456-5660"
}

⬇ .json What citeproc and reference managers read; the DOI system hands it out for Accept: application/vnd.citationstyles.csl+json, and so does this registry's resolver.

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