Lateral stability of bridge arches braced with transverse bars: 2. Appendix to chapter IV: Calculation of critical load on various assumptions in two examples. - 1954. - 44 Bl.
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | Undetermined |
| Veröffentlicht: |
Göteborg
Elanders Boktryckeri Aktiebdag
1954
|
| Schriftenreihe: | Acta polytechnica. Civil engineering and building construction series.
... Kungliga Tekniska Högskolan <Stockholm>: Handlingar. ... |
Internformat
MARC
| LEADER | 00000nam a2200000 cc4500 | ||
|---|---|---|---|
| 001 | BV002356998 | ||
| 003 | DE-604 | ||
| 005 | 00000000000000.0 | ||
| 007 | t | ||
| 008 | 891002s1954 m||| 00||| und d | ||
| 035 | |a (OCoLC)630995205 | ||
| 035 | |a (DE-599)BVBBV002356998 | ||
| 040 | |a DE-604 |b ger |e rakddb | ||
| 041 | |a und | ||
| 049 | |a DE-91 | ||
| 100 | 1 | |a O̊sthund, Lars |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Lateral stability of bridge arches braced with transverse bars |n 2. Appendix to chapter IV: Calculation of critical load on various assumptions in two examples. - 1954. - 44 Bl. |
| 264 | 1 | |a Göteborg |b Elanders Boktryckeri Aktiebdag |c 1954 | |
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 0 | |a Acta polytechnica. Civil engineering and building construction series. |v ... | |
| 490 | 0 | |a Kungliga Tekniska Högskolan <Stockholm>: Handlingar. |v ... | |
| 773 | 0 | 8 | |w (DE-604)BV002356994 |g 2 |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-001538741 | ||
Datensatz im Suchindex
| _version_ | 1804116800160399360 |
|---|---|
| any_adam_object | |
| author | O̊sthund, Lars |
| author_facet | O̊sthund, Lars |
| author_role | aut |
| author_sort | O̊sthund, Lars |
| author_variant | l o lo |
| building | Verbundindex |
| bvnumber | BV002356998 |
| ctrlnum | (OCoLC)630995205 (DE-599)BVBBV002356998 |
| format | Book |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>00970nam a2200265 cc4500</leader><controlfield tag="001">BV002356998</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">00000000000000.0</controlfield><controlfield tag="007">t</controlfield><controlfield tag="008">891002s1954 m||| 00||| und d</controlfield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)630995205</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV002356998</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">rakddb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">und</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-91</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">O̊sthund, Lars</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Lateral stability of bridge arches braced with transverse bars</subfield><subfield code="n">2. Appendix to chapter IV: Calculation of critical load on various assumptions in two examples. - 1954. - 44 Bl.</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Göteborg</subfield><subfield code="b">Elanders Boktryckeri Aktiebdag</subfield><subfield code="c">1954</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="490" ind1="0" ind2=" "><subfield code="a">Acta polytechnica. Civil engineering and building construction series.</subfield><subfield code="v">...</subfield></datafield><datafield tag="490" ind1="0" ind2=" "><subfield code="a">Kungliga Tekniska Högskolan <Stockholm>: Handlingar.</subfield><subfield code="v">...</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="w">(DE-604)BV002356994</subfield><subfield code="g">2</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-001538741</subfield></datafield></record></collection> |
| id | DE-604.BV002356998 |
| illustrated | Not Illustrated |
| indexdate | 2024-07-09T15:44:16Z |
| institution | BVB |
| language | Undetermined |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-001538741 |
| oclc_num | 630995205 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM |
| owner_facet | DE-91 DE-BY-TUM |
| publishDate | 1954 |
| publishDateSearch | 1954 |
| publishDateSort | 1954 |
| publisher | Elanders Boktryckeri Aktiebdag |
| record_format | marc |
| series2 | Acta polytechnica. Civil engineering and building construction series. Kungliga Tekniska Högskolan <Stockholm>: Handlingar. |
| spelling | O̊sthund, Lars Verfasser aut Lateral stability of bridge arches braced with transverse bars 2. Appendix to chapter IV: Calculation of critical load on various assumptions in two examples. - 1954. - 44 Bl. Göteborg Elanders Boktryckeri Aktiebdag 1954 txt rdacontent n rdamedia nc rdacarrier Acta polytechnica. Civil engineering and building construction series. ... Kungliga Tekniska Högskolan <Stockholm>: Handlingar. ... (DE-604)BV002356994 2 |
| spellingShingle | O̊sthund, Lars Lateral stability of bridge arches braced with transverse bars |
| title | Lateral stability of bridge arches braced with transverse bars |
| title_auth | Lateral stability of bridge arches braced with transverse bars |
| title_exact_search | Lateral stability of bridge arches braced with transverse bars |
| title_full | Lateral stability of bridge arches braced with transverse bars 2. Appendix to chapter IV: Calculation of critical load on various assumptions in two examples. - 1954. - 44 Bl. |
| title_fullStr | Lateral stability of bridge arches braced with transverse bars 2. Appendix to chapter IV: Calculation of critical load on various assumptions in two examples. - 1954. - 44 Bl. |
| title_full_unstemmed | Lateral stability of bridge arches braced with transverse bars 2. Appendix to chapter IV: Calculation of critical load on various assumptions in two examples. - 1954. - 44 Bl. |
| title_short | Lateral stability of bridge arches braced with transverse bars |
| title_sort | lateral stability of bridge arches braced with transverse bars |
| volume_link | (DE-604)BV002356994 |
| work_keys_str_mv | AT osthundlars lateralstabilityofbridgearchesbracedwithtransversebars2appendixtochapterivcalculationofcriticalloadonvariousassumptionsintwoexamples195444bl |