Structural solutions for shields providing engineered seismic protection to construction sites
Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optim...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Krantsfel’d, Ya. L. [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2011 |
|---|
| Schlagwörter: |
|---|
| Anmerkung: |
© Springer Science+Business Media, Inc. 2011 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Soil mechanics and foundation engineering - Springer US, 1965, 48(2011), 1 vom: März, Seite 17-23 |
|---|---|
| Übergeordnetes Werk: |
volume:48 ; year:2011 ; number:1 ; month:03 ; pages:17-23 |
| Links: |
|---|
| DOI / URN: |
10.1007/s11204-011-9122-z |
|---|
| Katalog-ID: |
OLC2033452530 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | OLC2033452530 | ||
| 003 | DE-627 | ||
| 005 | 20230504044449.0 | ||
| 007 | tu | ||
| 008 | 200819s2011 xx ||||| 00| ||eng c | ||
| 024 | 7 | |a 10.1007/s11204-011-9122-z |2 doi | |
| 035 | |a (DE-627)OLC2033452530 | ||
| 035 | |a (DE-He213)s11204-011-9122-z-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 Krantsfel’d, Ya. L. |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Structural solutions for shields providing engineered seismic protection to construction sites |
| 264 | 1 | |c 2011 | |
| 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. 2011 | ||
| 520 | |a Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optimal technical solutions, is noted. | ||
| 650 | 4 | |a Trench | |
| 650 | 4 | |a Seismic Wave | |
| 650 | 4 | |a Seismic Effect | |
| 650 | 4 | |a Oscillatory Effect | |
| 650 | 4 | |a Seismic Protection | |
| 773 | 0 | 8 | |i Enthalten in |t Soil mechanics and foundation engineering |d Springer US, 1965 |g 48(2011), 1 vom: März, Seite 17-23 |w (DE-627)129599042 |w (DE-600)241111-8 |w (DE-576)015092402 |x 0038-0741 |7 nnns |
| 773 | 1 | 8 | |g volume:48 |g year:2011 |g number:1 |g month:03 |g pages:17-23 |
| 856 | 4 | 1 | |u https://doi.org/10.1007/s11204-011-9122-z |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 | ||
| 951 | |a AR | ||
| 952 | |d 48 |j 2011 |e 1 |c 03 |h 17-23 | ||
| author_variant |
y l k yl ylk |
|---|---|
| matchkey_str |
article:00380741:2011----::tutrlouinfrhedpoiignierdesipoet |
| hierarchy_sort_str |
2011 |
| publishDate |
2011 |
| allfields |
10.1007/s11204-011-9122-z doi (DE-627)OLC2033452530 (DE-He213)s11204-011-9122-z-p DE-627 ger DE-627 rakwb eng 690 VZ Krantsfel’d, Ya. L. verfasserin aut Structural solutions for shields providing engineered seismic protection to construction sites 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2011 Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optimal technical solutions, is noted. Trench Seismic Wave Seismic Effect Oscillatory Effect Seismic Protection Enthalten in Soil mechanics and foundation engineering Springer US, 1965 48(2011), 1 vom: März, Seite 17-23 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:48 year:2011 number:1 month:03 pages:17-23 https://doi.org/10.1007/s11204-011-9122-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 48 2011 1 03 17-23 |
| spelling |
10.1007/s11204-011-9122-z doi (DE-627)OLC2033452530 (DE-He213)s11204-011-9122-z-p DE-627 ger DE-627 rakwb eng 690 VZ Krantsfel’d, Ya. L. verfasserin aut Structural solutions for shields providing engineered seismic protection to construction sites 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2011 Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optimal technical solutions, is noted. Trench Seismic Wave Seismic Effect Oscillatory Effect Seismic Protection Enthalten in Soil mechanics and foundation engineering Springer US, 1965 48(2011), 1 vom: März, Seite 17-23 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:48 year:2011 number:1 month:03 pages:17-23 https://doi.org/10.1007/s11204-011-9122-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 48 2011 1 03 17-23 |
| allfields_unstemmed |
10.1007/s11204-011-9122-z doi (DE-627)OLC2033452530 (DE-He213)s11204-011-9122-z-p DE-627 ger DE-627 rakwb eng 690 VZ Krantsfel’d, Ya. L. verfasserin aut Structural solutions for shields providing engineered seismic protection to construction sites 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2011 Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optimal technical solutions, is noted. Trench Seismic Wave Seismic Effect Oscillatory Effect Seismic Protection Enthalten in Soil mechanics and foundation engineering Springer US, 1965 48(2011), 1 vom: März, Seite 17-23 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:48 year:2011 number:1 month:03 pages:17-23 https://doi.org/10.1007/s11204-011-9122-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 48 2011 1 03 17-23 |
| allfieldsGer |
10.1007/s11204-011-9122-z doi (DE-627)OLC2033452530 (DE-He213)s11204-011-9122-z-p DE-627 ger DE-627 rakwb eng 690 VZ Krantsfel’d, Ya. L. verfasserin aut Structural solutions for shields providing engineered seismic protection to construction sites 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2011 Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optimal technical solutions, is noted. Trench Seismic Wave Seismic Effect Oscillatory Effect Seismic Protection Enthalten in Soil mechanics and foundation engineering Springer US, 1965 48(2011), 1 vom: März, Seite 17-23 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:48 year:2011 number:1 month:03 pages:17-23 https://doi.org/10.1007/s11204-011-9122-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 48 2011 1 03 17-23 |
| allfieldsSound |
10.1007/s11204-011-9122-z doi (DE-627)OLC2033452530 (DE-He213)s11204-011-9122-z-p DE-627 ger DE-627 rakwb eng 690 VZ Krantsfel’d, Ya. L. verfasserin aut Structural solutions for shields providing engineered seismic protection to construction sites 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2011 Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optimal technical solutions, is noted. Trench Seismic Wave Seismic Effect Oscillatory Effect Seismic Protection Enthalten in Soil mechanics and foundation engineering Springer US, 1965 48(2011), 1 vom: März, Seite 17-23 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:48 year:2011 number:1 month:03 pages:17-23 https://doi.org/10.1007/s11204-011-9122-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 48 2011 1 03 17-23 |
| language |
English |
| source |
Enthalten in Soil mechanics and foundation engineering 48(2011), 1 vom: März, Seite 17-23 volume:48 year:2011 number:1 month:03 pages:17-23 |
| sourceStr |
Enthalten in Soil mechanics and foundation engineering 48(2011), 1 vom: März, Seite 17-23 volume:48 year:2011 number:1 month:03 pages:17-23 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Trench Seismic Wave Seismic Effect Oscillatory Effect Seismic Protection |
| dewey-raw |
690 |
| isfreeaccess_bool |
false |
| container_title |
Soil mechanics and foundation engineering |
| authorswithroles_txt_mv |
Krantsfel’d, Ya. L. @@aut@@ |
| publishDateDaySort_date |
2011-03-01T00:00:00Z |
| hierarchy_top_id |
129599042 |
| dewey-sort |
3690 |
| id |
OLC2033452530 |
| 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">OLC2033452530</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230504044449.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s2011 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11204-011-9122-z</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2033452530</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s11204-011-9122-z-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">Krantsfel’d, Ya. L.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Structural solutions for shields providing engineered seismic protection to construction sites</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2011</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. 2011</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optimal technical solutions, is noted.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Trench</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Seismic Wave</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Seismic Effect</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Oscillatory Effect</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Seismic Protection</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">Springer US, 1965</subfield><subfield code="g">48(2011), 1 vom: März, Seite 17-23</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:48</subfield><subfield code="g">year:2011</subfield><subfield code="g">number:1</subfield><subfield code="g">month:03</subfield><subfield code="g">pages:17-23</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s11204-011-9122-z</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="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">48</subfield><subfield code="j">2011</subfield><subfield code="e">1</subfield><subfield code="c">03</subfield><subfield code="h">17-23</subfield></datafield></record></collection>
|
| author |
Krantsfel’d, Ya. L. |
| spellingShingle |
Krantsfel’d, Ya. L. ddc 690 misc Trench misc Seismic Wave misc Seismic Effect misc Oscillatory Effect misc Seismic Protection Structural solutions for shields providing engineered seismic protection to construction sites |
| authorStr |
Krantsfel’d, Ya. 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 Structural solutions for shields providing engineered seismic protection to construction sites Trench Seismic Wave Seismic Effect Oscillatory Effect Seismic Protection |
| topic |
ddc 690 misc Trench misc Seismic Wave misc Seismic Effect misc Oscillatory Effect misc Seismic Protection |
| topic_unstemmed |
ddc 690 misc Trench misc Seismic Wave misc Seismic Effect misc Oscillatory Effect misc Seismic Protection |
| topic_browse |
ddc 690 misc Trench misc Seismic Wave misc Seismic Effect misc Oscillatory Effect misc Seismic Protection |
| 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 |
Structural solutions for shields providing engineered seismic protection to construction sites |
| ctrlnum |
(DE-627)OLC2033452530 (DE-He213)s11204-011-9122-z-p |
| title_full |
Structural solutions for shields providing engineered seismic protection to construction sites |
| author_sort |
Krantsfel’d, Ya. 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 |
2011 |
| contenttype_str_mv |
txt |
| container_start_page |
17 |
| author_browse |
Krantsfel’d, Ya. L. |
| container_volume |
48 |
| class |
690 VZ |
| format_se |
Aufsätze |
| author-letter |
Krantsfel’d, Ya. L. |
| doi_str_mv |
10.1007/s11204-011-9122-z |
| dewey-full |
690 |
| title_sort |
structural solutions for shields providing engineered seismic protection to construction sites |
| title_auth |
Structural solutions for shields providing engineered seismic protection to construction sites |
| abstract |
Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optimal technical solutions, is noted. © Springer Science+Business Media, Inc. 2011 |
| abstractGer |
Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optimal technical solutions, is noted. © Springer Science+Business Media, Inc. 2011 |
| abstract_unstemmed |
Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optimal technical solutions, is noted. © Springer Science+Business Media, Inc. 2011 |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 |
| container_issue |
1 |
| title_short |
Structural solutions for shields providing engineered seismic protection to construction sites |
| url |
https://doi.org/10.1007/s11204-011-9122-z |
| remote_bool |
false |
| ppnlink |
129599042 |
| mediatype_str_mv |
n |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1007/s11204-011-9122-z |
| up_date |
2024-07-03T17:02:00.990Z |
| _version_ |
1803578109846355968 |
| 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">OLC2033452530</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230504044449.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s2011 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11204-011-9122-z</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2033452530</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s11204-011-9122-z-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">Krantsfel’d, Ya. L.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Structural solutions for shields providing engineered seismic protection to construction sites</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2011</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. 2011</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Designs of underground earthquake-protection installations (shields), which had been proposed from 1972 through 1994, are examined. A promising trend in the refinement of and improvement in the effectiveness of this type of installations, including use of numerical experiments for selection of optimal technical solutions, is noted.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Trench</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Seismic Wave</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Seismic Effect</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Oscillatory Effect</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Seismic Protection</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">Springer US, 1965</subfield><subfield code="g">48(2011), 1 vom: März, Seite 17-23</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:48</subfield><subfield code="g">year:2011</subfield><subfield code="g">number:1</subfield><subfield code="g">month:03</subfield><subfield code="g">pages:17-23</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s11204-011-9122-z</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="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">48</subfield><subfield code="j">2011</subfield><subfield code="e">1</subfield><subfield code="c">03</subfield><subfield code="h">17-23</subfield></datafield></record></collection>
|
| score |
7.401575 |