Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions
Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering....
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Chen, Jian [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2020transfer abstract |
|---|
| Schlagwörter: |
|---|
| Übergeordnetes Werk: |
Enthalten in: HVC : évolution plus sévère avec le génotype 3 - 2015, New York, NY [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:117 ; year:2020 ; pages:0 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.compgeo.2019.103258 |
|---|
| Katalog-ID: |
ELV048165557 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | ELV048165557 | ||
| 003 | DE-627 | ||
| 005 | 20230626021325.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 191023s2020 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.compgeo.2019.103258 |2 doi | |
| 028 | 5 | 2 | |a /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000953.pica |
| 035 | |a (DE-627)ELV048165557 | ||
| 035 | |a (ELSEVIER)S0266-352X(19)30322-2 | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 600 |q VZ |
| 082 | 0 | 4 | |a 610 |q VZ |
| 082 | 0 | 4 | |a 630 |a 640 |a 580 |q VZ |
| 084 | |a BIODIV |q DE-30 |2 fid | ||
| 084 | |a 42.00 |2 bkl | ||
| 100 | 1 | |a Chen, Jian |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions |
| 264 | 1 | |c 2020transfer abstract | |
| 336 | |a nicht spezifiziert |b zzz |2 rdacontent | ||
| 337 | |a nicht spezifiziert |b z |2 rdamedia | ||
| 338 | |a nicht spezifiziert |b zu |2 rdacarrier | ||
| 520 | |a Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. | ||
| 520 | |a Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. | ||
| 650 | 7 | |a Elastoplasticity |2 Elsevier | |
| 650 | 7 | |a Soil dynamics simulation |2 Elsevier | |
| 650 | 7 | |a Method of numerically manufactured solutions |2 Elsevier | |
| 650 | 7 | |a Code verification |2 Elsevier | |
| 700 | 1 | |a Takeyama, Tomohide |4 oth | |
| 700 | 1 | |a O-tani, Hideyuki |4 oth | |
| 700 | 1 | |a Yamanoi, Kazuki |4 oth | |
| 700 | 1 | |a Oishi, Satoru |4 oth | |
| 700 | 1 | |a Hori, Muneo |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier |t HVC : évolution plus sévère avec le génotype 3 |d 2015 |g New York, NY [u.a.] |w (DE-627)ELV018491065 |
| 773 | 1 | 8 | |g volume:117 |g year:2020 |g pages:0 |
| 856 | 4 | 0 | |u https://doi.org/10.1016/j.compgeo.2019.103258 |3 Volltext |
| 912 | |a GBV_USEFLAG_U | ||
| 912 | |a GBV_ELV | ||
| 912 | |a SYSFLAG_U | ||
| 912 | |a FID-BIODIV | ||
| 936 | b | k | |a 42.00 |j Biologie: Allgemeines |q VZ |
| 951 | |a AR | ||
| 952 | |d 117 |j 2020 |h 0 | ||
| author_variant |
j c jc |
|---|---|
| matchkey_str |
chenjiantakeyamatomohideotanihideyukiyam:2020----:oeeiiainfolyaisiuainaaetduighmtoonmr |
| hierarchy_sort_str |
2020transfer abstract |
| bklnumber |
42.00 |
| publishDate |
2020 |
| allfields |
10.1016/j.compgeo.2019.103258 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000953.pica (DE-627)ELV048165557 (ELSEVIER)S0266-352X(19)30322-2 DE-627 ger DE-627 rakwb eng 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Chen, Jian verfasserin aut Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions 2020transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. Elastoplasticity Elsevier Soil dynamics simulation Elsevier Method of numerically manufactured solutions Elsevier Code verification Elsevier Takeyama, Tomohide oth O-tani, Hideyuki oth Yamanoi, Kazuki oth Oishi, Satoru oth Hori, Muneo oth Enthalten in Elsevier HVC : évolution plus sévère avec le génotype 3 2015 New York, NY [u.a.] (DE-627)ELV018491065 volume:117 year:2020 pages:0 https://doi.org/10.1016/j.compgeo.2019.103258 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV 42.00 Biologie: Allgemeines VZ AR 117 2020 0 |
| spelling |
10.1016/j.compgeo.2019.103258 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000953.pica (DE-627)ELV048165557 (ELSEVIER)S0266-352X(19)30322-2 DE-627 ger DE-627 rakwb eng 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Chen, Jian verfasserin aut Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions 2020transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. Elastoplasticity Elsevier Soil dynamics simulation Elsevier Method of numerically manufactured solutions Elsevier Code verification Elsevier Takeyama, Tomohide oth O-tani, Hideyuki oth Yamanoi, Kazuki oth Oishi, Satoru oth Hori, Muneo oth Enthalten in Elsevier HVC : évolution plus sévère avec le génotype 3 2015 New York, NY [u.a.] (DE-627)ELV018491065 volume:117 year:2020 pages:0 https://doi.org/10.1016/j.compgeo.2019.103258 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV 42.00 Biologie: Allgemeines VZ AR 117 2020 0 |
| allfields_unstemmed |
10.1016/j.compgeo.2019.103258 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000953.pica (DE-627)ELV048165557 (ELSEVIER)S0266-352X(19)30322-2 DE-627 ger DE-627 rakwb eng 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Chen, Jian verfasserin aut Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions 2020transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. Elastoplasticity Elsevier Soil dynamics simulation Elsevier Method of numerically manufactured solutions Elsevier Code verification Elsevier Takeyama, Tomohide oth O-tani, Hideyuki oth Yamanoi, Kazuki oth Oishi, Satoru oth Hori, Muneo oth Enthalten in Elsevier HVC : évolution plus sévère avec le génotype 3 2015 New York, NY [u.a.] (DE-627)ELV018491065 volume:117 year:2020 pages:0 https://doi.org/10.1016/j.compgeo.2019.103258 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV 42.00 Biologie: Allgemeines VZ AR 117 2020 0 |
| allfieldsGer |
10.1016/j.compgeo.2019.103258 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000953.pica (DE-627)ELV048165557 (ELSEVIER)S0266-352X(19)30322-2 DE-627 ger DE-627 rakwb eng 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Chen, Jian verfasserin aut Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions 2020transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. Elastoplasticity Elsevier Soil dynamics simulation Elsevier Method of numerically manufactured solutions Elsevier Code verification Elsevier Takeyama, Tomohide oth O-tani, Hideyuki oth Yamanoi, Kazuki oth Oishi, Satoru oth Hori, Muneo oth Enthalten in Elsevier HVC : évolution plus sévère avec le génotype 3 2015 New York, NY [u.a.] (DE-627)ELV018491065 volume:117 year:2020 pages:0 https://doi.org/10.1016/j.compgeo.2019.103258 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV 42.00 Biologie: Allgemeines VZ AR 117 2020 0 |
| allfieldsSound |
10.1016/j.compgeo.2019.103258 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000953.pica (DE-627)ELV048165557 (ELSEVIER)S0266-352X(19)30322-2 DE-627 ger DE-627 rakwb eng 600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Chen, Jian verfasserin aut Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions 2020transfer abstract nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. Elastoplasticity Elsevier Soil dynamics simulation Elsevier Method of numerically manufactured solutions Elsevier Code verification Elsevier Takeyama, Tomohide oth O-tani, Hideyuki oth Yamanoi, Kazuki oth Oishi, Satoru oth Hori, Muneo oth Enthalten in Elsevier HVC : évolution plus sévère avec le génotype 3 2015 New York, NY [u.a.] (DE-627)ELV018491065 volume:117 year:2020 pages:0 https://doi.org/10.1016/j.compgeo.2019.103258 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV 42.00 Biologie: Allgemeines VZ AR 117 2020 0 |
| language |
English |
| source |
Enthalten in HVC : évolution plus sévère avec le génotype 3 New York, NY [u.a.] volume:117 year:2020 pages:0 |
| sourceStr |
Enthalten in HVC : évolution plus sévère avec le génotype 3 New York, NY [u.a.] volume:117 year:2020 pages:0 |
| format_phy_str_mv |
Article |
| bklname |
Biologie: Allgemeines |
| institution |
findex.gbv.de |
| topic_facet |
Elastoplasticity Soil dynamics simulation Method of numerically manufactured solutions Code verification |
| dewey-raw |
600 |
| isfreeaccess_bool |
false |
| container_title |
HVC : évolution plus sévère avec le génotype 3 |
| authorswithroles_txt_mv |
Chen, Jian @@aut@@ Takeyama, Tomohide @@oth@@ O-tani, Hideyuki @@oth@@ Yamanoi, Kazuki @@oth@@ Oishi, Satoru @@oth@@ Hori, Muneo @@oth@@ |
| publishDateDaySort_date |
2020-01-01T00:00:00Z |
| hierarchy_top_id |
ELV018491065 |
| dewey-sort |
3600 |
| id |
ELV048165557 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV048165557</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230626021325.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">191023s2020 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.compgeo.2019.103258</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">/cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000953.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV048165557</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0266-352X(19)30322-2</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">600</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">610</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">630</subfield><subfield code="a">640</subfield><subfield code="a">580</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">BIODIV</subfield><subfield code="q">DE-30</subfield><subfield code="2">fid</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">42.00</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Chen, Jian</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2020transfer abstract</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Elastoplasticity</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Soil dynamics simulation</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Method of numerically manufactured solutions</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Code verification</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Takeyama, Tomohide</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">O-tani, Hideyuki</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Yamanoi, Kazuki</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Oishi, Satoru</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Hori, Muneo</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier</subfield><subfield code="t">HVC : évolution plus sévère avec le génotype 3</subfield><subfield code="d">2015</subfield><subfield code="g">New York, NY [u.a.]</subfield><subfield code="w">(DE-627)ELV018491065</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:117</subfield><subfield code="g">year:2020</subfield><subfield code="g">pages:0</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.compgeo.2019.103258</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">FID-BIODIV</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">42.00</subfield><subfield code="j">Biologie: Allgemeines</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">117</subfield><subfield code="j">2020</subfield><subfield code="h">0</subfield></datafield></record></collection>
|
| author |
Chen, Jian |
| spellingShingle |
Chen, Jian ddc 600 ddc 610 ddc 630 fid BIODIV bkl 42.00 Elsevier Elastoplasticity Elsevier Soil dynamics simulation Elsevier Method of numerically manufactured solutions Elsevier Code verification Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions |
| authorStr |
Chen, Jian |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)ELV018491065 |
| format |
electronic Article |
| dewey-ones |
600 - Technology 610 - Medicine & health 630 - Agriculture & related technologies 640 - Home & family management 580 - Plants (Botany) |
| delete_txt_mv |
keep |
| author_role |
aut |
| collection |
elsevier |
| remote_str |
true |
| illustrated |
Not Illustrated |
| topic_title |
600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions Elastoplasticity Elsevier Soil dynamics simulation Elsevier Method of numerically manufactured solutions Elsevier Code verification Elsevier |
| topic |
ddc 600 ddc 610 ddc 630 fid BIODIV bkl 42.00 Elsevier Elastoplasticity Elsevier Soil dynamics simulation Elsevier Method of numerically manufactured solutions Elsevier Code verification |
| topic_unstemmed |
ddc 600 ddc 610 ddc 630 fid BIODIV bkl 42.00 Elsevier Elastoplasticity Elsevier Soil dynamics simulation Elsevier Method of numerically manufactured solutions Elsevier Code verification |
| topic_browse |
ddc 600 ddc 610 ddc 630 fid BIODIV bkl 42.00 Elsevier Elastoplasticity Elsevier Soil dynamics simulation Elsevier Method of numerically manufactured solutions Elsevier Code verification |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
zu |
| author2_variant |
t t tt h o t hot k y ky s o so m h mh |
| hierarchy_parent_title |
HVC : évolution plus sévère avec le génotype 3 |
| hierarchy_parent_id |
ELV018491065 |
| dewey-tens |
600 - Technology 610 - Medicine & health 630 - Agriculture 640 - Home & family management 580 - Plants (Botany) |
| hierarchy_top_title |
HVC : évolution plus sévère avec le génotype 3 |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)ELV018491065 |
| title |
Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions |
| ctrlnum |
(DE-627)ELV048165557 (ELSEVIER)S0266-352X(19)30322-2 |
| title_full |
Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions |
| author_sort |
Chen, Jian |
| journal |
HVC : évolution plus sévère avec le génotype 3 |
| journalStr |
HVC : évolution plus sévère avec le génotype 3 |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology 500 - Science |
| recordtype |
marc |
| publishDateSort |
2020 |
| contenttype_str_mv |
zzz |
| container_start_page |
0 |
| author_browse |
Chen, Jian |
| container_volume |
117 |
| class |
600 VZ 610 VZ 630 640 580 VZ BIODIV DE-30 fid 42.00 bkl |
| format_se |
Elektronische Aufsätze |
| author-letter |
Chen, Jian |
| doi_str_mv |
10.1016/j.compgeo.2019.103258 |
| dewey-full |
600 610 630 640 580 |
| title_sort |
code verification of soil dynamics simulations: a case study using the method of numerically manufactured solutions |
| title_auth |
Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions |
| abstract |
Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. |
| abstractGer |
Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. |
| abstract_unstemmed |
Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems. |
| collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U FID-BIODIV |
| title_short |
Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions |
| url |
https://doi.org/10.1016/j.compgeo.2019.103258 |
| remote_bool |
true |
| author2 |
Takeyama, Tomohide O-tani, Hideyuki Yamanoi, Kazuki Oishi, Satoru Hori, Muneo |
| author2Str |
Takeyama, Tomohide O-tani, Hideyuki Yamanoi, Kazuki Oishi, Satoru Hori, Muneo |
| ppnlink |
ELV018491065 |
| mediatype_str_mv |
z |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| author2_role |
oth oth oth oth oth |
| doi_str |
10.1016/j.compgeo.2019.103258 |
| up_date |
2024-07-06T18:06:47.680Z |
| _version_ |
1803853976234360832 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV048165557</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230626021325.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">191023s2020 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.compgeo.2019.103258</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">/cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000000953.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV048165557</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0266-352X(19)30322-2</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">600</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">610</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">630</subfield><subfield code="a">640</subfield><subfield code="a">580</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">BIODIV</subfield><subfield code="q">DE-30</subfield><subfield code="2">fid</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">42.00</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Chen, Jian</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Code verification of soil dynamics simulations: A case study using the method of numerically manufactured solutions</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2020transfer abstract</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Through quantitative measurement of the accuracy and the convergence of error, code verification can objectively assess the quality of a simulation code. A lack of analytical benchmark solution for nonlinear problems makes it difficult to verify soil dynamics simulations in geotechnical engineering. To overcome such difficulty, this study makes use of a novel code verification technique, the method of numerically manufactured solutions (MNMS). By utilizing MNMS, the accuracy of a simulation code for nonlinear soil dynamics problems was measured. The orders of the convergence rate of the errors, with respect to the spatial and to the temporal discretization, were found to be in good agreement with the theoretical orders of the numerical methods. By demonstrating the applicability of MNMS for verifying nonlinear soil dynamics simulations, it is hoped that the concept and the necessity of code verifications can be appreciated for simulations of geotechnical engineering problems.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Elastoplasticity</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Soil dynamics simulation</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Method of numerically manufactured solutions</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Code verification</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Takeyama, Tomohide</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">O-tani, Hideyuki</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Yamanoi, Kazuki</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Oishi, Satoru</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Hori, Muneo</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier</subfield><subfield code="t">HVC : évolution plus sévère avec le génotype 3</subfield><subfield code="d">2015</subfield><subfield code="g">New York, NY [u.a.]</subfield><subfield code="w">(DE-627)ELV018491065</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:117</subfield><subfield code="g">year:2020</subfield><subfield code="g">pages:0</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.compgeo.2019.103258</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">FID-BIODIV</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">42.00</subfield><subfield code="j">Biologie: Allgemeines</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">117</subfield><subfield code="j">2020</subfield><subfield code="h">0</subfield></datafield></record></collection>
|
| score |
7.402235 |