Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics
Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Kholmyanskii, M. L. [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2006 |
|---|
| Schlagwörter: |
|---|
| Anmerkung: |
© Springer Science+Business Media, Inc. 2006 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Soil mechanics and foundation engineering - Kluwer Academic Publishers-Consultants Bureau, 1965, 43(2006), 3 vom: Mai, Seite 92-100 |
|---|---|
| Übergeordnetes Werk: |
volume:43 ; year:2006 ; number:3 ; month:05 ; pages:92-100 |
| Links: |
|---|
| DOI / URN: |
10.1007/s11204-006-0030-6 |
|---|
| Katalog-ID: |
OLC2033450759 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | OLC2033450759 | ||
| 003 | DE-627 | ||
| 005 | 20230504044439.0 | ||
| 007 | tu | ||
| 008 | 200819s2006 xx ||||| 00| ||eng c | ||
| 024 | 7 | |a 10.1007/s11204-006-0030-6 |2 doi | |
| 035 | |a (DE-627)OLC2033450759 | ||
| 035 | |a (DE-He213)s11204-006-0030-6-p | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 690 |q VZ |
| 100 | 1 | |a Kholmyanskii, M. L. |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics |
| 264 | 1 | |c 2006 | |
| 336 | |a Text |b txt |2 rdacontent | ||
| 337 | |a ohne Hilfsmittel zu benutzen |b n |2 rdamedia | ||
| 338 | |a Band |b nc |2 rdacarrier | ||
| 500 | |a © Springer Science+Business Media, Inc. 2006 | ||
| 520 | |a Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction. | ||
| 650 | 4 | |a Random Quantity | |
| 650 | 4 | |a Viscous Friction | |
| 650 | 4 | |a Foundation Vibration | |
| 650 | 4 | |a Vertical Vibration | |
| 650 | 4 | |a Exciting Force | |
| 773 | 0 | 8 | |i Enthalten in |t Soil mechanics and foundation engineering |d Kluwer Academic Publishers-Consultants Bureau, 1965 |g 43(2006), 3 vom: Mai, Seite 92-100 |w (DE-627)129599042 |w (DE-600)241111-8 |w (DE-576)015092402 |x 0038-0741 |7 nnns |
| 773 | 1 | 8 | |g volume:43 |g year:2006 |g number:3 |g month:05 |g pages:92-100 |
| 856 | 4 | 1 | |u https://doi.org/10.1007/s11204-006-0030-6 |z lizenzpflichtig |3 Volltext |
| 912 | |a GBV_USEFLAG_A | ||
| 912 | |a SYSFLAG_A | ||
| 912 | |a GBV_OLC | ||
| 912 | |a SSG-OLC-UMW | ||
| 912 | |a SSG-OLC-ARC | ||
| 912 | |a SSG-OLC-TEC | ||
| 912 | |a SSG-OLC-GEO | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_4307 | ||
| 912 | |a GBV_ILN_4317 | ||
| 951 | |a AR | ||
| 952 | |d 43 |j 2006 |e 3 |c 05 |h 92-100 | ||
| author_variant |
m l k ml mlk |
|---|---|
| matchkey_str |
article:00380741:2006----::ehdodtriainfyaiprmtroteonainolytmrmml |
| hierarchy_sort_str |
2006 |
| publishDate |
2006 |
| allfields |
10.1007/s11204-006-0030-6 doi (DE-627)OLC2033450759 (DE-He213)s11204-006-0030-6-p DE-627 ger DE-627 rakwb eng 690 VZ Kholmyanskii, M. L. verfasserin aut Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics 2006 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2006 Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction. Random Quantity Viscous Friction Foundation Vibration Vertical Vibration Exciting Force Enthalten in Soil mechanics and foundation engineering Kluwer Academic Publishers-Consultants Bureau, 1965 43(2006), 3 vom: Mai, Seite 92-100 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:43 year:2006 number:3 month:05 pages:92-100 https://doi.org/10.1007/s11204-006-0030-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 GBV_ILN_4307 GBV_ILN_4317 AR 43 2006 3 05 92-100 |
| spelling |
10.1007/s11204-006-0030-6 doi (DE-627)OLC2033450759 (DE-He213)s11204-006-0030-6-p DE-627 ger DE-627 rakwb eng 690 VZ Kholmyanskii, M. L. verfasserin aut Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics 2006 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2006 Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction. Random Quantity Viscous Friction Foundation Vibration Vertical Vibration Exciting Force Enthalten in Soil mechanics and foundation engineering Kluwer Academic Publishers-Consultants Bureau, 1965 43(2006), 3 vom: Mai, Seite 92-100 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:43 year:2006 number:3 month:05 pages:92-100 https://doi.org/10.1007/s11204-006-0030-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 GBV_ILN_4307 GBV_ILN_4317 AR 43 2006 3 05 92-100 |
| allfields_unstemmed |
10.1007/s11204-006-0030-6 doi (DE-627)OLC2033450759 (DE-He213)s11204-006-0030-6-p DE-627 ger DE-627 rakwb eng 690 VZ Kholmyanskii, M. L. verfasserin aut Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics 2006 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2006 Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction. Random Quantity Viscous Friction Foundation Vibration Vertical Vibration Exciting Force Enthalten in Soil mechanics and foundation engineering Kluwer Academic Publishers-Consultants Bureau, 1965 43(2006), 3 vom: Mai, Seite 92-100 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:43 year:2006 number:3 month:05 pages:92-100 https://doi.org/10.1007/s11204-006-0030-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 GBV_ILN_4307 GBV_ILN_4317 AR 43 2006 3 05 92-100 |
| allfieldsGer |
10.1007/s11204-006-0030-6 doi (DE-627)OLC2033450759 (DE-He213)s11204-006-0030-6-p DE-627 ger DE-627 rakwb eng 690 VZ Kholmyanskii, M. L. verfasserin aut Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics 2006 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2006 Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction. Random Quantity Viscous Friction Foundation Vibration Vertical Vibration Exciting Force Enthalten in Soil mechanics and foundation engineering Kluwer Academic Publishers-Consultants Bureau, 1965 43(2006), 3 vom: Mai, Seite 92-100 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:43 year:2006 number:3 month:05 pages:92-100 https://doi.org/10.1007/s11204-006-0030-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 GBV_ILN_4307 GBV_ILN_4317 AR 43 2006 3 05 92-100 |
| allfieldsSound |
10.1007/s11204-006-0030-6 doi (DE-627)OLC2033450759 (DE-He213)s11204-006-0030-6-p DE-627 ger DE-627 rakwb eng 690 VZ Kholmyanskii, M. L. verfasserin aut Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics 2006 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2006 Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction. Random Quantity Viscous Friction Foundation Vibration Vertical Vibration Exciting Force Enthalten in Soil mechanics and foundation engineering Kluwer Academic Publishers-Consultants Bureau, 1965 43(2006), 3 vom: Mai, Seite 92-100 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:43 year:2006 number:3 month:05 pages:92-100 https://doi.org/10.1007/s11204-006-0030-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 GBV_ILN_4307 GBV_ILN_4317 AR 43 2006 3 05 92-100 |
| language |
English |
| source |
Enthalten in Soil mechanics and foundation engineering 43(2006), 3 vom: Mai, Seite 92-100 volume:43 year:2006 number:3 month:05 pages:92-100 |
| sourceStr |
Enthalten in Soil mechanics and foundation engineering 43(2006), 3 vom: Mai, Seite 92-100 volume:43 year:2006 number:3 month:05 pages:92-100 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Random Quantity Viscous Friction Foundation Vibration Vertical Vibration Exciting Force |
| dewey-raw |
690 |
| isfreeaccess_bool |
false |
| container_title |
Soil mechanics and foundation engineering |
| authorswithroles_txt_mv |
Kholmyanskii, M. L. @@aut@@ |
| publishDateDaySort_date |
2006-05-01T00:00:00Z |
| hierarchy_top_id |
129599042 |
| dewey-sort |
3690 |
| id |
OLC2033450759 |
| 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">OLC2033450759</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230504044439.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s2006 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11204-006-0030-6</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2033450759</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s11204-006-0030-6-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">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Kholmyanskii, M. L.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2006</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">© Springer Science+Business Media, Inc. 2006</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Random Quantity</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Viscous Friction</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Foundation Vibration</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Vertical Vibration</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Exciting Force</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Soil mechanics and foundation engineering</subfield><subfield code="d">Kluwer Academic Publishers-Consultants Bureau, 1965</subfield><subfield code="g">43(2006), 3 vom: Mai, Seite 92-100</subfield><subfield code="w">(DE-627)129599042</subfield><subfield code="w">(DE-600)241111-8</subfield><subfield code="w">(DE-576)015092402</subfield><subfield code="x">0038-0741</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:43</subfield><subfield code="g">year:2006</subfield><subfield code="g">number:3</subfield><subfield code="g">month:05</subfield><subfield code="g">pages:92-100</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s11204-006-0030-6</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-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-GEO</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_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4317</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">43</subfield><subfield code="j">2006</subfield><subfield code="e">3</subfield><subfield code="c">05</subfield><subfield code="h">92-100</subfield></datafield></record></collection>
|
| author |
Kholmyanskii, M. L. |
| spellingShingle |
Kholmyanskii, M. L. ddc 690 misc Random Quantity misc Viscous Friction misc Foundation Vibration misc Vertical Vibration misc Exciting Force Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics |
| authorStr |
Kholmyanskii, M. L. |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)129599042 |
| format |
Article |
| dewey-ones |
690 - Buildings |
| delete_txt_mv |
keep |
| author_role |
aut |
| collection |
OLC |
| remote_str |
false |
| illustrated |
Not Illustrated |
| issn |
0038-0741 |
| topic_title |
690 VZ Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics Random Quantity Viscous Friction Foundation Vibration Vertical Vibration Exciting Force |
| topic |
ddc 690 misc Random Quantity misc Viscous Friction misc Foundation Vibration misc Vertical Vibration misc Exciting Force |
| topic_unstemmed |
ddc 690 misc Random Quantity misc Viscous Friction misc Foundation Vibration misc Vertical Vibration misc Exciting Force |
| topic_browse |
ddc 690 misc Random Quantity misc Viscous Friction misc Foundation Vibration misc Vertical Vibration misc Exciting Force |
| format_facet |
Aufsätze Gedruckte Aufsätze |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
nc |
| hierarchy_parent_title |
Soil mechanics and foundation engineering |
| hierarchy_parent_id |
129599042 |
| dewey-tens |
690 - Building & construction |
| hierarchy_top_title |
Soil mechanics and foundation engineering |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 |
| title |
Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics |
| ctrlnum |
(DE-627)OLC2033450759 (DE-He213)s11204-006-0030-6-p |
| title_full |
Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics |
| author_sort |
Kholmyanskii, M. L. |
| journal |
Soil mechanics and foundation engineering |
| journalStr |
Soil mechanics and foundation engineering |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology |
| recordtype |
marc |
| publishDateSort |
2006 |
| contenttype_str_mv |
txt |
| container_start_page |
92 |
| author_browse |
Kholmyanskii, M. L. |
| container_volume |
43 |
| class |
690 VZ |
| format_se |
Aufsätze |
| author-letter |
Kholmyanskii, M. L. |
| doi_str_mv |
10.1007/s11204-006-0030-6 |
| dewey-full |
690 |
| title_sort |
method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics |
| title_auth |
Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics |
| abstract |
Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction. © Springer Science+Business Media, Inc. 2006 |
| abstractGer |
Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction. © Springer Science+Business Media, Inc. 2006 |
| abstract_unstemmed |
Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction. © Springer Science+Business Media, Inc. 2006 |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 GBV_ILN_4307 GBV_ILN_4317 |
| container_issue |
3 |
| title_short |
Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics |
| url |
https://doi.org/10.1007/s11204-006-0030-6 |
| remote_bool |
false |
| ppnlink |
129599042 |
| mediatype_str_mv |
n |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1007/s11204-006-0030-6 |
| up_date |
2024-07-03T17:01:41.322Z |
| _version_ |
1803578089220866048 |
| 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">OLC2033450759</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230504044439.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s2006 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11204-006-0030-6</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2033450759</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s11204-006-0030-6-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">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Kholmyanskii, M. L.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2006</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">© Springer Science+Business Media, Inc. 2006</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Random Quantity</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Viscous Friction</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Foundation Vibration</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Vertical Vibration</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Exciting Force</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Soil mechanics and foundation engineering</subfield><subfield code="d">Kluwer Academic Publishers-Consultants Bureau, 1965</subfield><subfield code="g">43(2006), 3 vom: Mai, Seite 92-100</subfield><subfield code="w">(DE-627)129599042</subfield><subfield code="w">(DE-600)241111-8</subfield><subfield code="w">(DE-576)015092402</subfield><subfield code="x">0038-0741</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:43</subfield><subfield code="g">year:2006</subfield><subfield code="g">number:3</subfield><subfield code="g">month:05</subfield><subfield code="g">pages:92-100</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s11204-006-0030-6</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-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-GEO</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_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4317</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">43</subfield><subfield code="j">2006</subfield><subfield code="e">3</subfield><subfield code="c">05</subfield><subfield code="h">92-100</subfield></datafield></record></collection>
|
| score |
7.40077 |