Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung:
Saved in:
| Main Author: | |
|---|---|
| Format: | Thesis Book |
| Language: | German |
| Published: |
1987
|
| Subjects: | |
| Physical Description: | 119 S. |
Staff View
MARC
| LEADER | 00000nam a2200000 c 4500 | ||
|---|---|---|---|
| 001 | BV001829620 | ||
| 003 | DE-604 | ||
| 005 | 19940301 | ||
| 007 | t | ||
| 008 | 890405s1987 m||| 00||| ger d | ||
| 035 | |a (OCoLC)257697828 | ||
| 035 | |a (DE-599)BVBBV001829620 | ||
| 040 | |a DE-604 |b ger |e rakddb | ||
| 041 | 0 | |a ger | |
| 049 | |a DE-12 |a DE-29T |a DE-83 |a DE-11 | ||
| 084 | |a ZI 3350 |0 (DE-625)156383: |2 rvk | ||
| 100 | 1 | |a Rudolph, Karl |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung |
| 264 | 1 | |c 1987 | |
| 300 | |a 119 S. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 502 | |a Braunschweig, Techn. Univ., Diss., 1987 | ||
| 650 | 4 | |a Brandlast | |
| 650 | 4 | |a Mehrachsige Beanspruchung | |
| 650 | 4 | |a Stahlbetonstütze | |
| 650 | 4 | |a Traglast | |
| 650 | 0 | 7 | |a Stahlbeton |0 (DE-588)4056840-4 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Stütze |0 (DE-588)4130618-1 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Biegen |0 (DE-588)4006501-7 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Brandverhalten |0 (DE-588)4130914-5 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Brand |0 (DE-588)4133754-2 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Brandlast |0 (DE-588)4207293-1 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Traglast |0 (DE-588)4060589-9 |2 gnd |9 rswk-swf |
| 655 | 7 | |0 (DE-588)4113937-9 |a Hochschulschrift |2 gnd-content | |
| 689 | 0 | 0 | |a Stütze |0 (DE-588)4130618-1 |D s |
| 689 | 0 | 1 | |a Stahlbeton |0 (DE-588)4056840-4 |D s |
| 689 | 0 | 2 | |a Brandverhalten |0 (DE-588)4130914-5 |D s |
| 689 | 0 | 3 | |a Biegen |0 (DE-588)4006501-7 |D s |
| 689 | 0 | 4 | |a Traglast |0 (DE-588)4060589-9 |D s |
| 689 | 0 | |5 DE-604 | |
| 689 | 1 | 0 | |a Stütze |0 (DE-588)4130618-1 |D s |
| 689 | 1 | 1 | |a Stahlbeton |0 (DE-588)4056840-4 |D s |
| 689 | 1 | 2 | |a Brandlast |0 (DE-588)4207293-1 |D s |
| 689 | 1 | 3 | |a Biegen |0 (DE-588)4006501-7 |D s |
| 689 | 1 | 4 | |a Traglast |0 (DE-588)4060589-9 |D s |
| 689 | 1 | |8 1\p |5 DE-604 | |
| 689 | 2 | 0 | |a Stütze |0 (DE-588)4130618-1 |D s |
| 689 | 2 | 1 | |a Stahlbeton |0 (DE-588)4056840-4 |D s |
| 689 | 2 | 2 | |a Brand |0 (DE-588)4133754-2 |D s |
| 689 | 2 | 3 | |a Traglast |0 (DE-588)4060589-9 |D s |
| 689 | 2 | |8 2\p |5 DE-604 | |
| 940 | 1 | |q TUB-nveb | |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-001218829 | ||
| 883 | 1 | |8 1\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
| 883 | 1 | |8 2\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
Record in the Search Index
| _version_ | 1804116304700899328 |
|---|---|
| any_adam_object | |
| author | Rudolph, Karl |
| author_facet | Rudolph, Karl |
| author_role | aut |
| author_sort | Rudolph, Karl |
| author_variant | k r kr |
| building | Verbundindex |
| bvnumber | BV001829620 |
| classification_rvk | ZI 3350 |
| ctrlnum | (OCoLC)257697828 (DE-599)BVBBV001829620 |
| discipline | Bauingenieurwesen |
| format | Thesis Book |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>02324nam a2200649 c 4500</leader><controlfield tag="001">BV001829620</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">19940301 </controlfield><controlfield tag="007">t</controlfield><controlfield tag="008">890405s1987 m||| 00||| ger d</controlfield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)257697828</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV001829620</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="0" ind2=" "><subfield code="a">ger</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-12</subfield><subfield code="a">DE-29T</subfield><subfield code="a">DE-83</subfield><subfield code="a">DE-11</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">ZI 3350</subfield><subfield code="0">(DE-625)156383:</subfield><subfield code="2">rvk</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Rudolph, Karl</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">1987</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">119 S.</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="502" ind1=" " ind2=" "><subfield code="a">Braunschweig, Techn. Univ., Diss., 1987</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Brandlast</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Mehrachsige Beanspruchung</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Stahlbetonstütze</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Traglast</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Stahlbeton</subfield><subfield code="0">(DE-588)4056840-4</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Stütze</subfield><subfield code="0">(DE-588)4130618-1</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Biegen</subfield><subfield code="0">(DE-588)4006501-7</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Brandverhalten</subfield><subfield code="0">(DE-588)4130914-5</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Brand</subfield><subfield code="0">(DE-588)4133754-2</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Brandlast</subfield><subfield code="0">(DE-588)4207293-1</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Traglast</subfield><subfield code="0">(DE-588)4060589-9</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="655" ind1=" " ind2="7"><subfield code="0">(DE-588)4113937-9</subfield><subfield code="a">Hochschulschrift</subfield><subfield code="2">gnd-content</subfield></datafield><datafield tag="689" ind1="0" ind2="0"><subfield code="a">Stütze</subfield><subfield code="0">(DE-588)4130618-1</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="1"><subfield code="a">Stahlbeton</subfield><subfield code="0">(DE-588)4056840-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="2"><subfield code="a">Brandverhalten</subfield><subfield code="0">(DE-588)4130914-5</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="3"><subfield code="a">Biegen</subfield><subfield code="0">(DE-588)4006501-7</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="4"><subfield code="a">Traglast</subfield><subfield code="0">(DE-588)4060589-9</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="5">DE-604</subfield></datafield><datafield tag="689" ind1="1" ind2="0"><subfield code="a">Stütze</subfield><subfield code="0">(DE-588)4130618-1</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2="1"><subfield code="a">Stahlbeton</subfield><subfield code="0">(DE-588)4056840-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2="2"><subfield code="a">Brandlast</subfield><subfield code="0">(DE-588)4207293-1</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2="3"><subfield code="a">Biegen</subfield><subfield code="0">(DE-588)4006501-7</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2="4"><subfield code="a">Traglast</subfield><subfield code="0">(DE-588)4060589-9</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2=" "><subfield code="8">1\p</subfield><subfield code="5">DE-604</subfield></datafield><datafield tag="689" ind1="2" ind2="0"><subfield code="a">Stütze</subfield><subfield code="0">(DE-588)4130618-1</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="2" ind2="1"><subfield code="a">Stahlbeton</subfield><subfield code="0">(DE-588)4056840-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="2" ind2="2"><subfield code="a">Brand</subfield><subfield code="0">(DE-588)4133754-2</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="2" ind2="3"><subfield code="a">Traglast</subfield><subfield code="0">(DE-588)4060589-9</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="2" ind2=" "><subfield code="8">2\p</subfield><subfield code="5">DE-604</subfield></datafield><datafield tag="940" ind1="1" ind2=" "><subfield code="q">TUB-nveb</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-001218829</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">1\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">2\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield></record></collection> |
| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV001829620 |
| illustrated | Not Illustrated |
| indexdate | 2024-07-09T15:36:23Z |
| institution | BVB |
| language | German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-001218829 |
| oclc_num | 257697828 |
| open_access_boolean | |
| owner | DE-12 DE-29T DE-83 DE-11 |
| owner_facet | DE-12 DE-29T DE-83 DE-11 |
| physical | 119 S. |
| psigel | TUB-nveb |
| publishDate | 1987 |
| publishDateSearch | 1987 |
| publishDateSort | 1987 |
| record_format | marc |
| spelling | Rudolph, Karl Verfasser aut Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung 1987 119 S. txt rdacontent n rdamedia nc rdacarrier Braunschweig, Techn. Univ., Diss., 1987 Brandlast Mehrachsige Beanspruchung Stahlbetonstütze Traglast Stahlbeton (DE-588)4056840-4 gnd rswk-swf Stütze (DE-588)4130618-1 gnd rswk-swf Biegen (DE-588)4006501-7 gnd rswk-swf Brandverhalten (DE-588)4130914-5 gnd rswk-swf Brand (DE-588)4133754-2 gnd rswk-swf Brandlast (DE-588)4207293-1 gnd rswk-swf Traglast (DE-588)4060589-9 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Stütze (DE-588)4130618-1 s Stahlbeton (DE-588)4056840-4 s Brandverhalten (DE-588)4130914-5 s Biegen (DE-588)4006501-7 s Traglast (DE-588)4060589-9 s DE-604 Brandlast (DE-588)4207293-1 s 1\p DE-604 Brand (DE-588)4133754-2 s 2\p DE-604 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 2\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Rudolph, Karl Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung Brandlast Mehrachsige Beanspruchung Stahlbetonstütze Traglast Stahlbeton (DE-588)4056840-4 gnd Stütze (DE-588)4130618-1 gnd Biegen (DE-588)4006501-7 gnd Brandverhalten (DE-588)4130914-5 gnd Brand (DE-588)4133754-2 gnd Brandlast (DE-588)4207293-1 gnd Traglast (DE-588)4060589-9 gnd |
| subject_GND | (DE-588)4056840-4 (DE-588)4130618-1 (DE-588)4006501-7 (DE-588)4130914-5 (DE-588)4133754-2 (DE-588)4207293-1 (DE-588)4060589-9 (DE-588)4113937-9 |
| title | Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung |
| title_auth | Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung |
| title_exact_search | Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung |
| title_full | Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung |
| title_fullStr | Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung |
| title_full_unstemmed | Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung |
| title_short | Traglastberechnung zweiachsig biegebeanspruchter Stahlbetonstützen unter Brandeinwirkung |
| title_sort | traglastberechnung zweiachsig biegebeanspruchter stahlbetonstutzen unter brandeinwirkung |
| topic | Brandlast Mehrachsige Beanspruchung Stahlbetonstütze Traglast Stahlbeton (DE-588)4056840-4 gnd Stütze (DE-588)4130618-1 gnd Biegen (DE-588)4006501-7 gnd Brandverhalten (DE-588)4130914-5 gnd Brand (DE-588)4133754-2 gnd Brandlast (DE-588)4207293-1 gnd Traglast (DE-588)4060589-9 gnd |
| topic_facet | Brandlast Mehrachsige Beanspruchung Stahlbetonstütze Traglast Stahlbeton Stütze Biegen Brandverhalten Brand Hochschulschrift |
| work_keys_str_mv | AT rudolphkarl traglastberechnungzweiachsigbiegebeanspruchterstahlbetonstutzenunterbrandeinwirkung |