Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures
Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an a...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Braconi, A [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2015 |
|---|
| Schlagwörter: |
|---|
| Übergeordnetes Werk: |
Enthalten in: The journal of constructional steel research - Oxford : Elsevier, 1980, (2015) |
|---|---|
| Übergeordnetes Werk: |
year:2015 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.jcsr.2015.04.021 |
|---|
| Katalog-ID: |
OLC1968460500 |
|---|
| LEADER | 01000caa a2200265 4500 | ||
|---|---|---|---|
| 001 | OLC1968460500 | ||
| 003 | DE-627 | ||
| 005 | 20220219221054.0 | ||
| 007 | tu | ||
| 008 | 160206s2015 xx ||||| 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.jcsr.2015.04.021 |2 doi | |
| 028 | 5 | 2 | |a PQ20160617 |
| 035 | |a (DE-627)OLC1968460500 | ||
| 035 | |a (DE-599)GBVOLC1968460500 | ||
| 035 | |a (PRQ)uha_dspace_oai_uhdspace_uhasselt_be_1942_191400 | ||
| 035 | |a (KEY)0102923120150000000000000000efficiencyofeurocode8designrulesforsteelandsteelco | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 620 |a 660 |a 670 |q DNB |
| 084 | |a 56.13 |2 bkl | ||
| 100 | 1 | |a Braconi, A |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures |
| 264 | 1 | |c 2015 | |
| 336 | |a Text |b txt |2 rdacontent | ||
| 337 | |a ohne Hilfsmittel zu benutzen |b n |2 rdamedia | ||
| 338 | |a Band |b nc |2 rdacarrier | ||
| 520 | |a Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an accurate definition of structural details in the plastic hinges. The structural elements in which plastic hinges are located are over-sized with respect to the seismic actions obtained by the use of the design spectrum, while the elements that shall remain elastic are over-sized with respect to dissipative elements. The capacity design methodology requires an accurate control of the localization of plastic hinges, strongly influenced by the actual mechanical properties of materials. In the present work, developed within the European research project OPUS, different case studies were designed according to Eurocodes and subjected to a deep structural analysis, aiming to evaluate the effective allowable ductility (behaviour factor) with respect to what imposed during the design phase and taking into account the effective mechanical behavior of materials. (C) 2015 Elsevier Ltd. All rights reserved. The present work was developed inside the European Research Project OPUS (RFSR-CT-2007-00039), funded by the Research Fund for Coal and Steel (RFCS). It was also part of the Italian research project RELUIS, funded by Italian Department for Civil Protection. behaviour factor; incremental dynamic analysis; pushover analysis | ||
| 650 | 4 | |a Incremental Dynamic Analysis | |
| 650 | 4 | |a Behaviour factor | |
| 650 | 4 | |a Pushover analysis | |
| 700 | 1 | |a Caprili, S |4 oth | |
| 700 | 1 | |a Degée, Hervé |4 oth | |
| 700 | 1 | |a Guendel, M |4 oth | |
| 700 | 1 | |a Hjaij, M |4 oth | |
| 700 | 1 | |a Hoffmeister, B |4 oth | |
| 700 | 1 | |a Karamanos, S. A |4 oth | |
| 700 | 1 | |a Rinaldi, V |4 oth | |
| 700 | 1 | |a Salvatore, W |4 oth | |
| 700 | 1 | |a Somja, H |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |t The journal of constructional steel research |d Oxford : Elsevier, 1980 |g (2015) |w (DE-627)129379549 |w (DE-600)164713-1 |w (DE-576)014762943 |x 0143-974X |7 nnns |
| 773 | 1 | 8 | |g year:2015 |
| 856 | 4 | 1 | |u http://dx.doi.org/10.1016/j.jcsr.2015.04.021 |3 Volltext |
| 856 | 4 | 2 | |u http://hdl.handle.net/1942/19140 |
| 912 | |a GBV_USEFLAG_A | ||
| 912 | |a SYSFLAG_A | ||
| 912 | |a GBV_OLC | ||
| 912 | |a SSG-OLC-ARC | ||
| 912 | |a SSG-OLC-TEC | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_2014 | ||
| 912 | |a GBV_ILN_2016 | ||
| 936 | b | k | |a 56.13 |q AVZ |
| 951 | |a AR | ||
| 952 | |j 2015 | ||
| author_variant |
a b ab |
|---|---|
| matchkey_str |
article:0143974X:2015----::fiinyfuooedsgrlsoselnseloce |
| hierarchy_sort_str |
2015 |
| bklnumber |
56.13 |
| publishDate |
2015 |
| allfields |
10.1016/j.jcsr.2015.04.021 doi PQ20160617 (DE-627)OLC1968460500 (DE-599)GBVOLC1968460500 (PRQ)uha_dspace_oai_uhdspace_uhasselt_be_1942_191400 (KEY)0102923120150000000000000000efficiencyofeurocode8designrulesforsteelandsteelco DE-627 ger DE-627 rakwb eng 620 660 670 DNB 56.13 bkl Braconi, A verfasserin aut Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an accurate definition of structural details in the plastic hinges. The structural elements in which plastic hinges are located are over-sized with respect to the seismic actions obtained by the use of the design spectrum, while the elements that shall remain elastic are over-sized with respect to dissipative elements. The capacity design methodology requires an accurate control of the localization of plastic hinges, strongly influenced by the actual mechanical properties of materials. In the present work, developed within the European research project OPUS, different case studies were designed according to Eurocodes and subjected to a deep structural analysis, aiming to evaluate the effective allowable ductility (behaviour factor) with respect to what imposed during the design phase and taking into account the effective mechanical behavior of materials. (C) 2015 Elsevier Ltd. All rights reserved. The present work was developed inside the European Research Project OPUS (RFSR-CT-2007-00039), funded by the Research Fund for Coal and Steel (RFCS). It was also part of the Italian research project RELUIS, funded by Italian Department for Civil Protection. behaviour factor; incremental dynamic analysis; pushover analysis Incremental Dynamic Analysis Behaviour factor Pushover analysis Caprili, S oth Degée, Hervé oth Guendel, M oth Hjaij, M oth Hoffmeister, B oth Karamanos, S. A oth Rinaldi, V oth Salvatore, W oth Somja, H oth Enthalten in The journal of constructional steel research Oxford : Elsevier, 1980 (2015) (DE-627)129379549 (DE-600)164713-1 (DE-576)014762943 0143-974X nnns year:2015 http://dx.doi.org/10.1016/j.jcsr.2015.04.021 Volltext http://hdl.handle.net/1942/19140 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 56.13 AVZ AR 2015 |
| spelling |
10.1016/j.jcsr.2015.04.021 doi PQ20160617 (DE-627)OLC1968460500 (DE-599)GBVOLC1968460500 (PRQ)uha_dspace_oai_uhdspace_uhasselt_be_1942_191400 (KEY)0102923120150000000000000000efficiencyofeurocode8designrulesforsteelandsteelco DE-627 ger DE-627 rakwb eng 620 660 670 DNB 56.13 bkl Braconi, A verfasserin aut Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an accurate definition of structural details in the plastic hinges. The structural elements in which plastic hinges are located are over-sized with respect to the seismic actions obtained by the use of the design spectrum, while the elements that shall remain elastic are over-sized with respect to dissipative elements. The capacity design methodology requires an accurate control of the localization of plastic hinges, strongly influenced by the actual mechanical properties of materials. In the present work, developed within the European research project OPUS, different case studies were designed according to Eurocodes and subjected to a deep structural analysis, aiming to evaluate the effective allowable ductility (behaviour factor) with respect to what imposed during the design phase and taking into account the effective mechanical behavior of materials. (C) 2015 Elsevier Ltd. All rights reserved. The present work was developed inside the European Research Project OPUS (RFSR-CT-2007-00039), funded by the Research Fund for Coal and Steel (RFCS). It was also part of the Italian research project RELUIS, funded by Italian Department for Civil Protection. behaviour factor; incremental dynamic analysis; pushover analysis Incremental Dynamic Analysis Behaviour factor Pushover analysis Caprili, S oth Degée, Hervé oth Guendel, M oth Hjaij, M oth Hoffmeister, B oth Karamanos, S. A oth Rinaldi, V oth Salvatore, W oth Somja, H oth Enthalten in The journal of constructional steel research Oxford : Elsevier, 1980 (2015) (DE-627)129379549 (DE-600)164713-1 (DE-576)014762943 0143-974X nnns year:2015 http://dx.doi.org/10.1016/j.jcsr.2015.04.021 Volltext http://hdl.handle.net/1942/19140 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 56.13 AVZ AR 2015 |
| allfields_unstemmed |
10.1016/j.jcsr.2015.04.021 doi PQ20160617 (DE-627)OLC1968460500 (DE-599)GBVOLC1968460500 (PRQ)uha_dspace_oai_uhdspace_uhasselt_be_1942_191400 (KEY)0102923120150000000000000000efficiencyofeurocode8designrulesforsteelandsteelco DE-627 ger DE-627 rakwb eng 620 660 670 DNB 56.13 bkl Braconi, A verfasserin aut Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an accurate definition of structural details in the plastic hinges. The structural elements in which plastic hinges are located are over-sized with respect to the seismic actions obtained by the use of the design spectrum, while the elements that shall remain elastic are over-sized with respect to dissipative elements. The capacity design methodology requires an accurate control of the localization of plastic hinges, strongly influenced by the actual mechanical properties of materials. In the present work, developed within the European research project OPUS, different case studies were designed according to Eurocodes and subjected to a deep structural analysis, aiming to evaluate the effective allowable ductility (behaviour factor) with respect to what imposed during the design phase and taking into account the effective mechanical behavior of materials. (C) 2015 Elsevier Ltd. All rights reserved. The present work was developed inside the European Research Project OPUS (RFSR-CT-2007-00039), funded by the Research Fund for Coal and Steel (RFCS). It was also part of the Italian research project RELUIS, funded by Italian Department for Civil Protection. behaviour factor; incremental dynamic analysis; pushover analysis Incremental Dynamic Analysis Behaviour factor Pushover analysis Caprili, S oth Degée, Hervé oth Guendel, M oth Hjaij, M oth Hoffmeister, B oth Karamanos, S. A oth Rinaldi, V oth Salvatore, W oth Somja, H oth Enthalten in The journal of constructional steel research Oxford : Elsevier, 1980 (2015) (DE-627)129379549 (DE-600)164713-1 (DE-576)014762943 0143-974X nnns year:2015 http://dx.doi.org/10.1016/j.jcsr.2015.04.021 Volltext http://hdl.handle.net/1942/19140 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 56.13 AVZ AR 2015 |
| allfieldsGer |
10.1016/j.jcsr.2015.04.021 doi PQ20160617 (DE-627)OLC1968460500 (DE-599)GBVOLC1968460500 (PRQ)uha_dspace_oai_uhdspace_uhasselt_be_1942_191400 (KEY)0102923120150000000000000000efficiencyofeurocode8designrulesforsteelandsteelco DE-627 ger DE-627 rakwb eng 620 660 670 DNB 56.13 bkl Braconi, A verfasserin aut Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an accurate definition of structural details in the plastic hinges. The structural elements in which plastic hinges are located are over-sized with respect to the seismic actions obtained by the use of the design spectrum, while the elements that shall remain elastic are over-sized with respect to dissipative elements. The capacity design methodology requires an accurate control of the localization of plastic hinges, strongly influenced by the actual mechanical properties of materials. In the present work, developed within the European research project OPUS, different case studies were designed according to Eurocodes and subjected to a deep structural analysis, aiming to evaluate the effective allowable ductility (behaviour factor) with respect to what imposed during the design phase and taking into account the effective mechanical behavior of materials. (C) 2015 Elsevier Ltd. All rights reserved. The present work was developed inside the European Research Project OPUS (RFSR-CT-2007-00039), funded by the Research Fund for Coal and Steel (RFCS). It was also part of the Italian research project RELUIS, funded by Italian Department for Civil Protection. behaviour factor; incremental dynamic analysis; pushover analysis Incremental Dynamic Analysis Behaviour factor Pushover analysis Caprili, S oth Degée, Hervé oth Guendel, M oth Hjaij, M oth Hoffmeister, B oth Karamanos, S. A oth Rinaldi, V oth Salvatore, W oth Somja, H oth Enthalten in The journal of constructional steel research Oxford : Elsevier, 1980 (2015) (DE-627)129379549 (DE-600)164713-1 (DE-576)014762943 0143-974X nnns year:2015 http://dx.doi.org/10.1016/j.jcsr.2015.04.021 Volltext http://hdl.handle.net/1942/19140 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 56.13 AVZ AR 2015 |
| allfieldsSound |
10.1016/j.jcsr.2015.04.021 doi PQ20160617 (DE-627)OLC1968460500 (DE-599)GBVOLC1968460500 (PRQ)uha_dspace_oai_uhdspace_uhasselt_be_1942_191400 (KEY)0102923120150000000000000000efficiencyofeurocode8designrulesforsteelandsteelco DE-627 ger DE-627 rakwb eng 620 660 670 DNB 56.13 bkl Braconi, A verfasserin aut Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an accurate definition of structural details in the plastic hinges. The structural elements in which plastic hinges are located are over-sized with respect to the seismic actions obtained by the use of the design spectrum, while the elements that shall remain elastic are over-sized with respect to dissipative elements. The capacity design methodology requires an accurate control of the localization of plastic hinges, strongly influenced by the actual mechanical properties of materials. In the present work, developed within the European research project OPUS, different case studies were designed according to Eurocodes and subjected to a deep structural analysis, aiming to evaluate the effective allowable ductility (behaviour factor) with respect to what imposed during the design phase and taking into account the effective mechanical behavior of materials. (C) 2015 Elsevier Ltd. All rights reserved. The present work was developed inside the European Research Project OPUS (RFSR-CT-2007-00039), funded by the Research Fund for Coal and Steel (RFCS). It was also part of the Italian research project RELUIS, funded by Italian Department for Civil Protection. behaviour factor; incremental dynamic analysis; pushover analysis Incremental Dynamic Analysis Behaviour factor Pushover analysis Caprili, S oth Degée, Hervé oth Guendel, M oth Hjaij, M oth Hoffmeister, B oth Karamanos, S. A oth Rinaldi, V oth Salvatore, W oth Somja, H oth Enthalten in The journal of constructional steel research Oxford : Elsevier, 1980 (2015) (DE-627)129379549 (DE-600)164713-1 (DE-576)014762943 0143-974X nnns year:2015 http://dx.doi.org/10.1016/j.jcsr.2015.04.021 Volltext http://hdl.handle.net/1942/19140 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 56.13 AVZ AR 2015 |
| language |
English |
| source |
Enthalten in The journal of constructional steel research (2015) year:2015 |
| sourceStr |
Enthalten in The journal of constructional steel research (2015) year:2015 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Incremental Dynamic Analysis Behaviour factor Pushover analysis |
| dewey-raw |
620 |
| isfreeaccess_bool |
false |
| container_title |
The journal of constructional steel research |
| authorswithroles_txt_mv |
Braconi, A @@aut@@ Caprili, S @@oth@@ Degée, Hervé @@oth@@ Guendel, M @@oth@@ Hjaij, M @@oth@@ Hoffmeister, B @@oth@@ Karamanos, S. A @@oth@@ Rinaldi, V @@oth@@ Salvatore, W @@oth@@ Somja, H @@oth@@ |
| publishDateDaySort_date |
2015-01-01T00:00:00Z |
| hierarchy_top_id |
129379549 |
| dewey-sort |
3620 |
| id |
OLC1968460500 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a2200265 4500</leader><controlfield tag="001">OLC1968460500</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20220219221054.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">160206s2015 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.jcsr.2015.04.021</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">PQ20160617</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC1968460500</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)GBVOLC1968460500</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(PRQ)uha_dspace_oai_uhdspace_uhasselt_be_1942_191400</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(KEY)0102923120150000000000000000efficiencyofeurocode8designrulesforsteelandsteelco</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="4"><subfield code="a">620</subfield><subfield code="a">660</subfield><subfield code="a">670</subfield><subfield code="q">DNB</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">56.13</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Braconi, A</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2015</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an accurate definition of structural details in the plastic hinges. The structural elements in which plastic hinges are located are over-sized with respect to the seismic actions obtained by the use of the design spectrum, while the elements that shall remain elastic are over-sized with respect to dissipative elements. The capacity design methodology requires an accurate control of the localization of plastic hinges, strongly influenced by the actual mechanical properties of materials. In the present work, developed within the European research project OPUS, different case studies were designed according to Eurocodes and subjected to a deep structural analysis, aiming to evaluate the effective allowable ductility (behaviour factor) with respect to what imposed during the design phase and taking into account the effective mechanical behavior of materials. (C) 2015 Elsevier Ltd. All rights reserved. The present work was developed inside the European Research Project OPUS (RFSR-CT-2007-00039), funded by the Research Fund for Coal and Steel (RFCS). It was also part of the Italian research project RELUIS, funded by Italian Department for Civil Protection. behaviour factor; incremental dynamic analysis; pushover analysis</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Incremental Dynamic Analysis</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Behaviour factor</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Pushover analysis</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Caprili, S</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Degée, Hervé</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Guendel, M</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Hjaij, M</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Hoffmeister, B</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Karamanos, S. A</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Rinaldi, V</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Salvatore, W</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Somja, H</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">The journal of constructional steel research</subfield><subfield code="d">Oxford : Elsevier, 1980</subfield><subfield code="g">(2015)</subfield><subfield code="w">(DE-627)129379549</subfield><subfield code="w">(DE-600)164713-1</subfield><subfield code="w">(DE-576)014762943</subfield><subfield code="x">0143-974X</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">year:2015</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">http://dx.doi.org/10.1016/j.jcsr.2015.04.021</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">http://hdl.handle.net/1942/19140</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2016</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">56.13</subfield><subfield code="q">AVZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="j">2015</subfield></datafield></record></collection>
|
| author |
Braconi, A |
| spellingShingle |
Braconi, A ddc 620 bkl 56.13 misc Incremental Dynamic Analysis misc Behaviour factor misc Pushover analysis Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures |
| authorStr |
Braconi, A |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)129379549 |
| format |
Article |
| dewey-ones |
620 - Engineering & allied operations 660 - Chemical engineering 670 - Manufacturing |
| delete_txt_mv |
keep |
| author_role |
aut |
| collection |
OLC |
| remote_str |
false |
| illustrated |
Not Illustrated |
| issn |
0143-974X |
| topic_title |
620 660 670 DNB 56.13 bkl Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures Incremental Dynamic Analysis Behaviour factor Pushover analysis |
| topic |
ddc 620 bkl 56.13 misc Incremental Dynamic Analysis misc Behaviour factor misc Pushover analysis |
| topic_unstemmed |
ddc 620 bkl 56.13 misc Incremental Dynamic Analysis misc Behaviour factor misc Pushover analysis |
| topic_browse |
ddc 620 bkl 56.13 misc Incremental Dynamic Analysis misc Behaviour factor misc Pushover analysis |
| format_facet |
Aufsätze Gedruckte Aufsätze |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
nc |
| author2_variant |
s c sc h d hd m g mg m h mh b h bh s a k sa sak v r vr w s ws h s hs |
| hierarchy_parent_title |
The journal of constructional steel research |
| hierarchy_parent_id |
129379549 |
| dewey-tens |
620 - Engineering 660 - Chemical engineering 670 - Manufacturing |
| hierarchy_top_title |
The journal of constructional steel research |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)129379549 (DE-600)164713-1 (DE-576)014762943 |
| title |
Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures |
| ctrlnum |
(DE-627)OLC1968460500 (DE-599)GBVOLC1968460500 (PRQ)uha_dspace_oai_uhdspace_uhasselt_be_1942_191400 (KEY)0102923120150000000000000000efficiencyofeurocode8designrulesforsteelandsteelco |
| title_full |
Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures |
| author_sort |
Braconi, A |
| journal |
The journal of constructional steel research |
| journalStr |
The journal of constructional steel research |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology |
| recordtype |
marc |
| publishDateSort |
2015 |
| contenttype_str_mv |
txt |
| author_browse |
Braconi, A |
| class |
620 660 670 DNB 56.13 bkl |
| format_se |
Aufsätze |
| author-letter |
Braconi, A |
| doi_str_mv |
10.1016/j.jcsr.2015.04.021 |
| dewey-full |
620 660 670 |
| title_sort |
efficiency of eurocode 8 design rules for steel and steel-concrete composite structures |
| title_auth |
Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures |
| abstract |
Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an accurate definition of structural details in the plastic hinges. The structural elements in which plastic hinges are located are over-sized with respect to the seismic actions obtained by the use of the design spectrum, while the elements that shall remain elastic are over-sized with respect to dissipative elements. The capacity design methodology requires an accurate control of the localization of plastic hinges, strongly influenced by the actual mechanical properties of materials. In the present work, developed within the European research project OPUS, different case studies were designed according to Eurocodes and subjected to a deep structural analysis, aiming to evaluate the effective allowable ductility (behaviour factor) with respect to what imposed during the design phase and taking into account the effective mechanical behavior of materials. (C) 2015 Elsevier Ltd. All rights reserved. The present work was developed inside the European Research Project OPUS (RFSR-CT-2007-00039), funded by the Research Fund for Coal and Steel (RFCS). It was also part of the Italian research project RELUIS, funded by Italian Department for Civil Protection. behaviour factor; incremental dynamic analysis; pushover analysis |
| abstractGer |
Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an accurate definition of structural details in the plastic hinges. The structural elements in which plastic hinges are located are over-sized with respect to the seismic actions obtained by the use of the design spectrum, while the elements that shall remain elastic are over-sized with respect to dissipative elements. The capacity design methodology requires an accurate control of the localization of plastic hinges, strongly influenced by the actual mechanical properties of materials. In the present work, developed within the European research project OPUS, different case studies were designed according to Eurocodes and subjected to a deep structural analysis, aiming to evaluate the effective allowable ductility (behaviour factor) with respect to what imposed during the design phase and taking into account the effective mechanical behavior of materials. (C) 2015 Elsevier Ltd. All rights reserved. The present work was developed inside the European Research Project OPUS (RFSR-CT-2007-00039), funded by the Research Fund for Coal and Steel (RFCS). It was also part of the Italian research project RELUIS, funded by Italian Department for Civil Protection. behaviour factor; incremental dynamic analysis; pushover analysis |
| abstract_unstemmed |
Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an accurate definition of structural details in the plastic hinges. The structural elements in which plastic hinges are located are over-sized with respect to the seismic actions obtained by the use of the design spectrum, while the elements that shall remain elastic are over-sized with respect to dissipative elements. The capacity design methodology requires an accurate control of the localization of plastic hinges, strongly influenced by the actual mechanical properties of materials. In the present work, developed within the European research project OPUS, different case studies were designed according to Eurocodes and subjected to a deep structural analysis, aiming to evaluate the effective allowable ductility (behaviour factor) with respect to what imposed during the design phase and taking into account the effective mechanical behavior of materials. (C) 2015 Elsevier Ltd. All rights reserved. The present work was developed inside the European Research Project OPUS (RFSR-CT-2007-00039), funded by the Research Fund for Coal and Steel (RFCS). It was also part of the Italian research project RELUIS, funded by Italian Department for Civil Protection. behaviour factor; incremental dynamic analysis; pushover analysis |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2014 GBV_ILN_2016 |
| title_short |
Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures |
| url |
http://dx.doi.org/10.1016/j.jcsr.2015.04.021 http://hdl.handle.net/1942/19140 |
| remote_bool |
false |
| author2 |
Caprili, S Degée, Hervé Guendel, M Hjaij, M Hoffmeister, B Karamanos, S. A Rinaldi, V Salvatore, W Somja, H |
| author2Str |
Caprili, S Degée, Hervé Guendel, M Hjaij, M Hoffmeister, B Karamanos, S. A Rinaldi, V Salvatore, W Somja, H |
| ppnlink |
129379549 |
| mediatype_str_mv |
n |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| author2_role |
oth oth oth oth oth oth oth oth oth |
| doi_str |
10.1016/j.jcsr.2015.04.021 |
| up_date |
2024-07-04T03:26:30.874Z |
| _version_ |
1803617399881072640 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a2200265 4500</leader><controlfield tag="001">OLC1968460500</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20220219221054.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">160206s2015 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.jcsr.2015.04.021</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">PQ20160617</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC1968460500</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)GBVOLC1968460500</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(PRQ)uha_dspace_oai_uhdspace_uhasselt_be_1942_191400</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(KEY)0102923120150000000000000000efficiencyofeurocode8designrulesforsteelandsteelco</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="4"><subfield code="a">620</subfield><subfield code="a">660</subfield><subfield code="a">670</subfield><subfield code="q">DNB</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">56.13</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Braconi, A</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2015</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Seismic design codes allow the realization of structures able to dissipate energy through cyclic plastic deformations located in specific regions, selected to involve the largest number of structural elements. The capacity design approach requires an opportune selection of the design forces and an accurate definition of structural details in the plastic hinges. The structural elements in which plastic hinges are located are over-sized with respect to the seismic actions obtained by the use of the design spectrum, while the elements that shall remain elastic are over-sized with respect to dissipative elements. The capacity design methodology requires an accurate control of the localization of plastic hinges, strongly influenced by the actual mechanical properties of materials. In the present work, developed within the European research project OPUS, different case studies were designed according to Eurocodes and subjected to a deep structural analysis, aiming to evaluate the effective allowable ductility (behaviour factor) with respect to what imposed during the design phase and taking into account the effective mechanical behavior of materials. (C) 2015 Elsevier Ltd. All rights reserved. The present work was developed inside the European Research Project OPUS (RFSR-CT-2007-00039), funded by the Research Fund for Coal and Steel (RFCS). It was also part of the Italian research project RELUIS, funded by Italian Department for Civil Protection. behaviour factor; incremental dynamic analysis; pushover analysis</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Incremental Dynamic Analysis</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Behaviour factor</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Pushover analysis</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Caprili, S</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Degée, Hervé</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Guendel, M</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Hjaij, M</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Hoffmeister, B</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Karamanos, S. A</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Rinaldi, V</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Salvatore, W</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Somja, H</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">The journal of constructional steel research</subfield><subfield code="d">Oxford : Elsevier, 1980</subfield><subfield code="g">(2015)</subfield><subfield code="w">(DE-627)129379549</subfield><subfield code="w">(DE-600)164713-1</subfield><subfield code="w">(DE-576)014762943</subfield><subfield code="x">0143-974X</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">year:2015</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">http://dx.doi.org/10.1016/j.jcsr.2015.04.021</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">http://hdl.handle.net/1942/19140</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2016</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">56.13</subfield><subfield code="q">AVZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="j">2015</subfield></datafield></record></collection>
|
| score |
7.3985376 |