Reinforced concrete after cracking: state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English French |
| Veröffentlicht: |
Rotterdam [u.a.]
Balkema
1995
|
| Ausgabe: | 2. ed. |
| Schlagworte: | |
| Beschreibung: | IX, 139 S. graph. Darst. |
| ISBN: | 9054102454 |
Internformat
MARC
| LEADER | 00000nam a2200000 c 4500 | ||
|---|---|---|---|
| 001 | BV013296603 | ||
| 003 | DE-604 | ||
| 005 | 20010209 | ||
| 007 | t | ||
| 008 | 000809s1995 d||| |||| 00||| eng d | ||
| 020 | |a 9054102454 |9 90-5410-245-4 | ||
| 035 | |a (OCoLC)33389734 | ||
| 035 | |a (DE-599)BVBBV013296603 | ||
| 040 | |a DE-604 |b ger |e rakwb | ||
| 041 | 1 | |a eng |h fre | |
| 049 | |a DE-634 | ||
| 050 | 0 | |a TA444 | |
| 082 | 0 | |a 620.137 |2 22 | |
| 084 | |a ZI 4500 |0 (DE-625)156426: |2 rvk | ||
| 100 | 1 | |a Fuentès, Albert |e Verfasser |4 aut | |
| 240 | 1 | 0 | |a Le béton armé après fissuration |
| 245 | 1 | 0 | |a Reinforced concrete after cracking |b state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures |c Albert Fuentes̀ |
| 250 | |a 2. ed. | ||
| 264 | 1 | |a Rotterdam [u.a.] |b Balkema |c 1995 | |
| 300 | |a IX, 139 S. |b graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 650 | 4 | |a Concrete |x Cracking | |
| 650 | 4 | |a Reinforced concrete | |
| 650 | 0 | 7 | |a Riss |0 (DE-588)4050134-6 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Bemessung |0 (DE-588)4005461-5 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Stahlbeton |0 (DE-588)4056840-4 |2 gnd |9 rswk-swf |
| 689 | 0 | 0 | |a Stahlbeton |0 (DE-588)4056840-4 |D s |
| 689 | 0 | 1 | |a Riss |0 (DE-588)4050134-6 |D s |
| 689 | 0 | 2 | |a Bemessung |0 (DE-588)4005461-5 |D s |
| 689 | 0 | |5 DE-604 | |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-009064486 | ||
Datensatz im Suchindex
| _version_ | 1804128064143097856 |
|---|---|
| any_adam_object | |
| author | Fuentès, Albert |
| author_facet | Fuentès, Albert |
| author_role | aut |
| author_sort | Fuentès, Albert |
| author_variant | a f af |
| building | Verbundindex |
| bvnumber | BV013296603 |
| callnumber-first | T - Technology |
| callnumber-label | TA444 |
| callnumber-raw | TA444 |
| callnumber-search | TA444 |
| callnumber-sort | TA 3444 |
| callnumber-subject | TA - General and Civil Engineering |
| classification_rvk | ZI 4500 |
| ctrlnum | (OCoLC)33389734 (DE-599)BVBBV013296603 |
| dewey-full | 620.137 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 620 - Engineering and allied operations |
| dewey-raw | 620.137 |
| dewey-search | 620.137 |
| dewey-sort | 3620.137 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| edition | 2. ed. |
| format | Book |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01392nam a2200421 c 4500</leader><controlfield tag="001">BV013296603</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">20010209 </controlfield><controlfield tag="007">t</controlfield><controlfield tag="008">000809s1995 d||| |||| 00||| eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9054102454</subfield><subfield code="9">90-5410-245-4</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)33389734</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV013296603</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1="1" ind2=" "><subfield code="a">eng</subfield><subfield code="h">fre</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-634</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">TA444</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">620.137</subfield><subfield code="2">22</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">ZI 4500</subfield><subfield code="0">(DE-625)156426:</subfield><subfield code="2">rvk</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Fuentès, Albert</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="240" ind1="1" ind2="0"><subfield code="a">Le béton armé après fissuration</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Reinforced concrete after cracking</subfield><subfield code="b">state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures</subfield><subfield code="c">Albert Fuentes̀</subfield></datafield><datafield tag="250" ind1=" " ind2=" "><subfield code="a">2. ed.</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Rotterdam [u.a.]</subfield><subfield code="b">Balkema</subfield><subfield code="c">1995</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">IX, 139 S.</subfield><subfield code="b">graph. Darst.</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="650" ind1=" " ind2="4"><subfield code="a">Concrete</subfield><subfield code="x">Cracking</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Reinforced concrete</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Riss</subfield><subfield code="0">(DE-588)4050134-6</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Bemessung</subfield><subfield code="0">(DE-588)4005461-5</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</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="689" ind1="0" ind2="0"><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="1"><subfield code="a">Riss</subfield><subfield code="0">(DE-588)4050134-6</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="2"><subfield code="a">Bemessung</subfield><subfield code="0">(DE-588)4005461-5</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="5">DE-604</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-009064486</subfield></datafield></record></collection> |
| id | DE-604.BV013296603 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T18:43:18Z |
| institution | BVB |
| isbn | 9054102454 |
| language | English French |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-009064486 |
| oclc_num | 33389734 |
| open_access_boolean | |
| owner | DE-634 |
| owner_facet | DE-634 |
| physical | IX, 139 S. graph. Darst. |
| publishDate | 1995 |
| publishDateSearch | 1995 |
| publishDateSort | 1995 |
| publisher | Balkema |
| record_format | marc |
| spelling | Fuentès, Albert Verfasser aut Le béton armé après fissuration Reinforced concrete after cracking state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures Albert Fuentes̀ 2. ed. Rotterdam [u.a.] Balkema 1995 IX, 139 S. graph. Darst. txt rdacontent n rdamedia nc rdacarrier Concrete Cracking Reinforced concrete Riss (DE-588)4050134-6 gnd rswk-swf Bemessung (DE-588)4005461-5 gnd rswk-swf Stahlbeton (DE-588)4056840-4 gnd rswk-swf Stahlbeton (DE-588)4056840-4 s Riss (DE-588)4050134-6 s Bemessung (DE-588)4005461-5 s DE-604 |
| spellingShingle | Fuentès, Albert Reinforced concrete after cracking state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures Concrete Cracking Reinforced concrete Riss (DE-588)4050134-6 gnd Bemessung (DE-588)4005461-5 gnd Stahlbeton (DE-588)4056840-4 gnd |
| subject_GND | (DE-588)4050134-6 (DE-588)4005461-5 (DE-588)4056840-4 |
| title | Reinforced concrete after cracking state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures |
| title_alt | Le béton armé après fissuration |
| title_auth | Reinforced concrete after cracking state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures |
| title_exact_search | Reinforced concrete after cracking state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures |
| title_full | Reinforced concrete after cracking state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures Albert Fuentes̀ |
| title_fullStr | Reinforced concrete after cracking state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures Albert Fuentes̀ |
| title_full_unstemmed | Reinforced concrete after cracking state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures Albert Fuentes̀ |
| title_short | Reinforced concrete after cracking |
| title_sort | reinforced concrete after cracking state of service ultimate limit state ductility failure mechanism of hyperstatic structures |
| title_sub | state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures |
| topic | Concrete Cracking Reinforced concrete Riss (DE-588)4050134-6 gnd Bemessung (DE-588)4005461-5 gnd Stahlbeton (DE-588)4056840-4 gnd |
| topic_facet | Concrete Cracking Reinforced concrete Riss Bemessung Stahlbeton |
| work_keys_str_mv | AT fuentesalbert lebetonarmeapresfissuration AT fuentesalbert reinforcedconcreteaftercrackingstateofserviceultimatelimitstateductilityfailuremechanismofhyperstaticstructures |