Generalized probabilistic perturbation method for static analysis
Abstract This paper studies the static response and reliability of uncertain structures with vector-valued and matrix-valued functions. The finite element analysis method of uncertain structures is based on matrix calculus, Kronecker algebra and perturbation theory. Random variables and system deriv...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Yimin, Zhang [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
1995 |
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| Anmerkung: |
© Shanghai University of Technology (SUT) 1995 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Ying yong shu xue he li xue / English edition - Kluwer Academic Publishers, 1980, 16(1995), 8 vom: Aug., Seite 759-764 |
|---|---|
| Übergeordnetes Werk: |
volume:16 ; year:1995 ; number:8 ; month:08 ; pages:759-764 |
| Links: |
|---|
| DOI / URN: |
10.1007/BF02453400 |
|---|
| Katalog-ID: |
OLC2042843288 |
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| 700 | 1 | |a Suhuan, Chen |4 aut | |
| 700 | 1 | |a Zhenping, Zhou |4 aut | |
| 700 | 1 | |a Tieqiang, Liu |4 aut | |
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10.1007/BF02453400 doi (DE-627)OLC2042843288 (DE-He213)BF02453400-p DE-627 ger DE-627 rakwb eng 510 VZ Yimin, Zhang verfasserin aut Generalized probabilistic perturbation method for static analysis 1995 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology (SUT) 1995 Abstract This paper studies the static response and reliability of uncertain structures with vector-valued and matrix-valued functions. The finite element analysis method of uncertain structures is based on matrix calculus, Kronecker algebra and perturbation theory. Random variables and system derivatives are conveniently arranged into 2D matrices and generalized mathematical formulae for probabilistic perturbation are obtained. Suhuan, Chen aut Zhenping, Zhou aut Tieqiang, Liu aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 16(1995), 8 vom: Aug., Seite 759-764 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:16 year:1995 number:8 month:08 pages:759-764 https://doi.org/10.1007/BF02453400 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4310 GBV_ILN_4313 AR 16 1995 8 08 759-764 |
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10.1007/BF02453400 doi (DE-627)OLC2042843288 (DE-He213)BF02453400-p DE-627 ger DE-627 rakwb eng 510 VZ Yimin, Zhang verfasserin aut Generalized probabilistic perturbation method for static analysis 1995 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology (SUT) 1995 Abstract This paper studies the static response and reliability of uncertain structures with vector-valued and matrix-valued functions. The finite element analysis method of uncertain structures is based on matrix calculus, Kronecker algebra and perturbation theory. Random variables and system derivatives are conveniently arranged into 2D matrices and generalized mathematical formulae for probabilistic perturbation are obtained. Suhuan, Chen aut Zhenping, Zhou aut Tieqiang, Liu aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 16(1995), 8 vom: Aug., Seite 759-764 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:16 year:1995 number:8 month:08 pages:759-764 https://doi.org/10.1007/BF02453400 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4310 GBV_ILN_4313 AR 16 1995 8 08 759-764 |
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10.1007/BF02453400 doi (DE-627)OLC2042843288 (DE-He213)BF02453400-p DE-627 ger DE-627 rakwb eng 510 VZ Yimin, Zhang verfasserin aut Generalized probabilistic perturbation method for static analysis 1995 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology (SUT) 1995 Abstract This paper studies the static response and reliability of uncertain structures with vector-valued and matrix-valued functions. The finite element analysis method of uncertain structures is based on matrix calculus, Kronecker algebra and perturbation theory. Random variables and system derivatives are conveniently arranged into 2D matrices and generalized mathematical formulae for probabilistic perturbation are obtained. Suhuan, Chen aut Zhenping, Zhou aut Tieqiang, Liu aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 16(1995), 8 vom: Aug., Seite 759-764 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:16 year:1995 number:8 month:08 pages:759-764 https://doi.org/10.1007/BF02453400 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4310 GBV_ILN_4313 AR 16 1995 8 08 759-764 |
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10.1007/BF02453400 doi (DE-627)OLC2042843288 (DE-He213)BF02453400-p DE-627 ger DE-627 rakwb eng 510 VZ Yimin, Zhang verfasserin aut Generalized probabilistic perturbation method for static analysis 1995 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology (SUT) 1995 Abstract This paper studies the static response and reliability of uncertain structures with vector-valued and matrix-valued functions. The finite element analysis method of uncertain structures is based on matrix calculus, Kronecker algebra and perturbation theory. Random variables and system derivatives are conveniently arranged into 2D matrices and generalized mathematical formulae for probabilistic perturbation are obtained. Suhuan, Chen aut Zhenping, Zhou aut Tieqiang, Liu aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 16(1995), 8 vom: Aug., Seite 759-764 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:16 year:1995 number:8 month:08 pages:759-764 https://doi.org/10.1007/BF02453400 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4310 GBV_ILN_4313 AR 16 1995 8 08 759-764 |
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10.1007/BF02453400 doi (DE-627)OLC2042843288 (DE-He213)BF02453400-p DE-627 ger DE-627 rakwb eng 510 VZ Yimin, Zhang verfasserin aut Generalized probabilistic perturbation method for static analysis 1995 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Shanghai University of Technology (SUT) 1995 Abstract This paper studies the static response and reliability of uncertain structures with vector-valued and matrix-valued functions. The finite element analysis method of uncertain structures is based on matrix calculus, Kronecker algebra and perturbation theory. Random variables and system derivatives are conveniently arranged into 2D matrices and generalized mathematical formulae for probabilistic perturbation are obtained. Suhuan, Chen aut Zhenping, Zhou aut Tieqiang, Liu aut Enthalten in Ying yong shu xue he li xue / English edition Kluwer Academic Publishers, 1980 16(1995), 8 vom: Aug., Seite 759-764 (DE-627)130523747 (DE-600)770632-7 (DE-576)016095987 0253-4827 nnns volume:16 year:1995 number:8 month:08 pages:759-764 https://doi.org/10.1007/BF02453400 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_40 GBV_ILN_70 GBV_ILN_2088 GBV_ILN_4103 GBV_ILN_4307 GBV_ILN_4310 GBV_ILN_4313 AR 16 1995 8 08 759-764 |
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Abstract This paper studies the static response and reliability of uncertain structures with vector-valued and matrix-valued functions. The finite element analysis method of uncertain structures is based on matrix calculus, Kronecker algebra and perturbation theory. Random variables and system derivatives are conveniently arranged into 2D matrices and generalized mathematical formulae for probabilistic perturbation are obtained. © Shanghai University of Technology (SUT) 1995 |
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Abstract This paper studies the static response and reliability of uncertain structures with vector-valued and matrix-valued functions. The finite element analysis method of uncertain structures is based on matrix calculus, Kronecker algebra and perturbation theory. Random variables and system derivatives are conveniently arranged into 2D matrices and generalized mathematical formulae for probabilistic perturbation are obtained. © Shanghai University of Technology (SUT) 1995 |
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Abstract This paper studies the static response and reliability of uncertain structures with vector-valued and matrix-valued functions. The finite element analysis method of uncertain structures is based on matrix calculus, Kronecker algebra and perturbation theory. Random variables and system derivatives are conveniently arranged into 2D matrices and generalized mathematical formulae for probabilistic perturbation are obtained. © Shanghai University of Technology (SUT) 1995 |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2042843288</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230502204127.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200820s1995 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/BF02453400</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2042843288</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)BF02453400-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">510</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Yimin, Zhang</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Generalized probabilistic perturbation method for static analysis</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">1995</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Shanghai University of Technology (SUT) 1995</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract This paper studies the static response and reliability of uncertain structures with vector-valued and matrix-valued functions. The finite element analysis method of uncertain structures is based on matrix calculus, Kronecker algebra and perturbation theory. Random variables and system derivatives are conveniently arranged into 2D matrices and generalized mathematical formulae for probabilistic perturbation are obtained.</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Suhuan, Chen</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Zhenping, Zhou</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Tieqiang, Liu</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Ying yong shu xue he li xue / English edition</subfield><subfield code="d">Kluwer Academic Publishers, 1980</subfield><subfield code="g">16(1995), 8 vom: Aug., Seite 759-764</subfield><subfield code="w">(DE-627)130523747</subfield><subfield code="w">(DE-600)770632-7</subfield><subfield code="w">(DE-576)016095987</subfield><subfield code="x">0253-4827</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:16</subfield><subfield code="g">year:1995</subfield><subfield code="g">number:8</subfield><subfield code="g">month:08</subfield><subfield code="g">pages:759-764</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/BF02453400</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4103</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4310</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">16</subfield><subfield code="j">1995</subfield><subfield code="e">8</subfield><subfield code="c">08</subfield><subfield code="h">759-764</subfield></datafield></record></collection>
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