Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks
• An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods.
Gespeichert in:
| Autor*in: |
Taliano, Maurizio [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2017 |
|---|
| Schlagwörter: |
|---|
| Umfang: |
13 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions - Mariani, Marcello M. ELSEVIER, 2022, the journal of earthquake, wind and ocean engineering, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:144 ; year:2017 ; day:1 ; month:08 ; pages:107-119 ; extent:13 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.engstruct.2017.04.045 |
|---|
| Katalog-ID: |
ELV030222346 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | ELV030222346 | ||
| 003 | DE-627 | ||
| 005 | 20230623204129.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 180603s2017 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.engstruct.2017.04.045 |2 doi | |
| 028 | 5 | 2 | |a GBVA2017002000015.pica |
| 035 | |a (DE-627)ELV030222346 | ||
| 035 | |a (ELSEVIER)S0141-0296(17)31399-8 | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | |a 690 | |
| 082 | 0 | 4 | |a 690 |q DE-600 |
| 082 | 0 | 4 | |a 330 |a 600 |q VZ |
| 084 | |a 85.15 |2 bkl | ||
| 100 | 1 | |a Taliano, Maurizio |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks |
| 264 | 1 | |c 2017 | |
| 300 | |a 13 | ||
| 336 | |a nicht spezifiziert |b zzz |2 rdacontent | ||
| 337 | |a nicht spezifiziert |b z |2 rdamedia | ||
| 338 | |a nicht spezifiziert |b zu |2 rdacarrier | ||
| 520 | |a • An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods. | ||
| 650 | 7 | |a Average bond stress |2 Elsevier | |
| 650 | 7 | |a Reinforcement of different diameters |2 Elsevier | |
| 650 | 7 | |a Maximum crack spacing |2 Elsevier | |
| 650 | 7 | |a Maximum crack width |2 Elsevier | |
| 650 | 7 | |a RC ties |2 Elsevier | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier Science |a Mariani, Marcello M. ELSEVIER |t Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions |d 2022 |d the journal of earthquake, wind and ocean engineering |g Amsterdam [u.a.] |w (DE-627)ELV009490973 |
| 773 | 1 | 8 | |g volume:144 |g year:2017 |g day:1 |g month:08 |g pages:107-119 |g extent:13 |
| 856 | 4 | 0 | |u https://doi.org/10.1016/j.engstruct.2017.04.045 |3 Volltext |
| 912 | |a GBV_USEFLAG_U | ||
| 912 | |a GBV_ELV | ||
| 912 | |a SYSFLAG_U | ||
| 936 | b | k | |a 85.15 |j Forschung und Entwicklung |x Betriebswirtschaft |q VZ |
| 951 | |a AR | ||
| 952 | |d 144 |j 2017 |b 1 |c 0801 |h 107-119 |g 13 | ||
| 953 | |2 045F |a 690 | ||
| author_variant |
m t mt |
|---|---|
| matchkey_str |
talianomaurizio:2017----:rcignlssfoceeirifrewttoimtrasconigot |
| hierarchy_sort_str |
2017 |
| bklnumber |
85.15 |
| publishDate |
2017 |
| allfields |
10.1016/j.engstruct.2017.04.045 doi GBVA2017002000015.pica (DE-627)ELV030222346 (ELSEVIER)S0141-0296(17)31399-8 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Taliano, Maurizio verfasserin aut Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks 2017 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods. Average bond stress Elsevier Reinforcement of different diameters Elsevier Maximum crack spacing Elsevier Maximum crack width Elsevier RC ties Elsevier Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:144 year:2017 day:1 month:08 pages:107-119 extent:13 https://doi.org/10.1016/j.engstruct.2017.04.045 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 144 2017 1 0801 107-119 13 045F 690 |
| spelling |
10.1016/j.engstruct.2017.04.045 doi GBVA2017002000015.pica (DE-627)ELV030222346 (ELSEVIER)S0141-0296(17)31399-8 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Taliano, Maurizio verfasserin aut Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks 2017 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods. Average bond stress Elsevier Reinforcement of different diameters Elsevier Maximum crack spacing Elsevier Maximum crack width Elsevier RC ties Elsevier Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:144 year:2017 day:1 month:08 pages:107-119 extent:13 https://doi.org/10.1016/j.engstruct.2017.04.045 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 144 2017 1 0801 107-119 13 045F 690 |
| allfields_unstemmed |
10.1016/j.engstruct.2017.04.045 doi GBVA2017002000015.pica (DE-627)ELV030222346 (ELSEVIER)S0141-0296(17)31399-8 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Taliano, Maurizio verfasserin aut Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks 2017 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods. Average bond stress Elsevier Reinforcement of different diameters Elsevier Maximum crack spacing Elsevier Maximum crack width Elsevier RC ties Elsevier Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:144 year:2017 day:1 month:08 pages:107-119 extent:13 https://doi.org/10.1016/j.engstruct.2017.04.045 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 144 2017 1 0801 107-119 13 045F 690 |
| allfieldsGer |
10.1016/j.engstruct.2017.04.045 doi GBVA2017002000015.pica (DE-627)ELV030222346 (ELSEVIER)S0141-0296(17)31399-8 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Taliano, Maurizio verfasserin aut Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks 2017 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods. Average bond stress Elsevier Reinforcement of different diameters Elsevier Maximum crack spacing Elsevier Maximum crack width Elsevier RC ties Elsevier Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:144 year:2017 day:1 month:08 pages:107-119 extent:13 https://doi.org/10.1016/j.engstruct.2017.04.045 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 144 2017 1 0801 107-119 13 045F 690 |
| allfieldsSound |
10.1016/j.engstruct.2017.04.045 doi GBVA2017002000015.pica (DE-627)ELV030222346 (ELSEVIER)S0141-0296(17)31399-8 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Taliano, Maurizio verfasserin aut Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks 2017 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods. Average bond stress Elsevier Reinforcement of different diameters Elsevier Maximum crack spacing Elsevier Maximum crack width Elsevier RC ties Elsevier Enthalten in Elsevier Science Mariani, Marcello M. ELSEVIER Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions 2022 the journal of earthquake, wind and ocean engineering Amsterdam [u.a.] (DE-627)ELV009490973 volume:144 year:2017 day:1 month:08 pages:107-119 extent:13 https://doi.org/10.1016/j.engstruct.2017.04.045 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 144 2017 1 0801 107-119 13 045F 690 |
| language |
English |
| source |
Enthalten in Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions Amsterdam [u.a.] volume:144 year:2017 day:1 month:08 pages:107-119 extent:13 |
| sourceStr |
Enthalten in Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions Amsterdam [u.a.] volume:144 year:2017 day:1 month:08 pages:107-119 extent:13 |
| format_phy_str_mv |
Article |
| bklname |
Forschung und Entwicklung |
| institution |
findex.gbv.de |
| topic_facet |
Average bond stress Reinforcement of different diameters Maximum crack spacing Maximum crack width RC ties |
| dewey-raw |
690 |
| isfreeaccess_bool |
false |
| container_title |
Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions |
| authorswithroles_txt_mv |
Taliano, Maurizio @@aut@@ |
| publishDateDaySort_date |
2017-01-01T00:00:00Z |
| hierarchy_top_id |
ELV009490973 |
| dewey-sort |
3690 |
| id |
ELV030222346 |
| 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">ELV030222346</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230623204129.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180603s2017 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.engstruct.2017.04.045</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBVA2017002000015.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV030222346</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0141-0296(17)31399-8</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=" "><subfield code="a">690</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">330</subfield><subfield code="a">600</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">85.15</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Taliano, Maurizio</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2017</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">13</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">• An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Average bond stress</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Reinforcement of different diameters</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Maximum crack spacing</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Maximum crack width</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">RC ties</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier Science</subfield><subfield code="a">Mariani, Marcello M. ELSEVIER</subfield><subfield code="t">Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions</subfield><subfield code="d">2022</subfield><subfield code="d">the journal of earthquake, wind and ocean engineering</subfield><subfield code="g">Amsterdam [u.a.]</subfield><subfield code="w">(DE-627)ELV009490973</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:144</subfield><subfield code="g">year:2017</subfield><subfield code="g">day:1</subfield><subfield code="g">month:08</subfield><subfield code="g">pages:107-119</subfield><subfield code="g">extent:13</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.engstruct.2017.04.045</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">85.15</subfield><subfield code="j">Forschung und Entwicklung</subfield><subfield code="x">Betriebswirtschaft</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">144</subfield><subfield code="j">2017</subfield><subfield code="b">1</subfield><subfield code="c">0801</subfield><subfield code="h">107-119</subfield><subfield code="g">13</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">690</subfield></datafield></record></collection>
|
| author |
Taliano, Maurizio |
| spellingShingle |
Taliano, Maurizio ddc 690 ddc 330 bkl 85.15 Elsevier Average bond stress Elsevier Reinforcement of different diameters Elsevier Maximum crack spacing Elsevier Maximum crack width Elsevier RC ties Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks |
| authorStr |
Taliano, Maurizio |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)ELV009490973 |
| format |
electronic Article |
| dewey-ones |
690 - Buildings 330 - Economics 600 - Technology |
| delete_txt_mv |
keep |
| author_role |
aut |
| collection |
elsevier |
| remote_str |
true |
| illustrated |
Not Illustrated |
| topic_title |
690 690 DE-600 330 600 VZ 85.15 bkl Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks Average bond stress Elsevier Reinforcement of different diameters Elsevier Maximum crack spacing Elsevier Maximum crack width Elsevier RC ties Elsevier |
| topic |
ddc 690 ddc 330 bkl 85.15 Elsevier Average bond stress Elsevier Reinforcement of different diameters Elsevier Maximum crack spacing Elsevier Maximum crack width Elsevier RC ties |
| topic_unstemmed |
ddc 690 ddc 330 bkl 85.15 Elsevier Average bond stress Elsevier Reinforcement of different diameters Elsevier Maximum crack spacing Elsevier Maximum crack width Elsevier RC ties |
| topic_browse |
ddc 690 ddc 330 bkl 85.15 Elsevier Average bond stress Elsevier Reinforcement of different diameters Elsevier Maximum crack spacing Elsevier Maximum crack width Elsevier RC ties |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
zu |
| hierarchy_parent_title |
Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions |
| hierarchy_parent_id |
ELV009490973 |
| dewey-tens |
690 - Building & construction 330 - Economics 600 - Technology |
| hierarchy_top_title |
Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)ELV009490973 |
| title |
Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks |
| ctrlnum |
(DE-627)ELV030222346 (ELSEVIER)S0141-0296(17)31399-8 |
| title_full |
Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks |
| author_sort |
Taliano, Maurizio |
| journal |
Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions |
| journalStr |
Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology 300 - Social sciences |
| recordtype |
marc |
| publishDateSort |
2017 |
| contenttype_str_mv |
zzz |
| container_start_page |
107 |
| author_browse |
Taliano, Maurizio |
| container_volume |
144 |
| physical |
13 |
| class |
690 690 DE-600 330 600 VZ 85.15 bkl |
| format_se |
Elektronische Aufsätze |
| author-letter |
Taliano, Maurizio |
| doi_str_mv |
10.1016/j.engstruct.2017.04.045 |
| dewey-full |
690 330 600 |
| title_sort |
cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks |
| title_auth |
Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks |
| abstract |
• An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods. |
| abstractGer |
• An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods. |
| abstract_unstemmed |
• An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods. |
| collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U |
| title_short |
Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks |
| url |
https://doi.org/10.1016/j.engstruct.2017.04.045 |
| remote_bool |
true |
| ppnlink |
ELV009490973 |
| mediatype_str_mv |
z |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1016/j.engstruct.2017.04.045 |
| up_date |
2024-07-06T17:01:02.559Z |
| _version_ |
1803849839474114560 |
| 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">ELV030222346</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230623204129.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180603s2017 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.engstruct.2017.04.045</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBVA2017002000015.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV030222346</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0141-0296(17)31399-8</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=" "><subfield code="a">690</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">330</subfield><subfield code="a">600</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">85.15</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Taliano, Maurizio</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2017</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">13</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">• An extension of a general crack prediction model is proposed. • The case of an RC tie reinforced with small and large diameter bars is considered. • Calculated crack spacing and crack width are larger than those of Code methods.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Average bond stress</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Reinforcement of different diameters</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Maximum crack spacing</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Maximum crack width</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">RC ties</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier Science</subfield><subfield code="a">Mariani, Marcello M. ELSEVIER</subfield><subfield code="t">Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions</subfield><subfield code="d">2022</subfield><subfield code="d">the journal of earthquake, wind and ocean engineering</subfield><subfield code="g">Amsterdam [u.a.]</subfield><subfield code="w">(DE-627)ELV009490973</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:144</subfield><subfield code="g">year:2017</subfield><subfield code="g">day:1</subfield><subfield code="g">month:08</subfield><subfield code="g">pages:107-119</subfield><subfield code="g">extent:13</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.engstruct.2017.04.045</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">85.15</subfield><subfield code="j">Forschung und Entwicklung</subfield><subfield code="x">Betriebswirtschaft</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">144</subfield><subfield code="j">2017</subfield><subfield code="b">1</subfield><subfield code="c">0801</subfield><subfield code="h">107-119</subfield><subfield code="g">13</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">690</subfield></datafield></record></collection>
|
| score |
7.3994913 |