Reinforced concrete after cracking: state of service, ultimate limit state, ductility failure mechanism of hyperstatic structures
Saved in:
| Main Author: | |
|---|---|
| Format: | Book |
| Language: | English French |
| Published: |
Rotterdam [u.a.]
Balkema
1995
|
| Edition: | 2. ed. |
| Subjects: | |
| Physical Description: | IX, 139 S. graph. Darst. |
| ISBN: | 9054102454 |
Staff View
MARC
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| 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. | ||
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| 650 | 4 | |a Concrete |x Cracking | |
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Record in the Search Index
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| author | Fuentès, Albert |
| author_facet | Fuentès, Albert |
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| callnumber-raw | TA444 |
| callnumber-search | TA444 |
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| 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 |
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| 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 |