Simulations of FRP reinforcement in masonry panels and application to a historic facade
• We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP re...
Ausführliche Beschreibung
Autor*in: |
Gattulli, Vincenzo [verfasserIn] |
---|
Format: |
E-Artikel |
---|---|
Sprache: |
Englisch |
Erschienen: |
2014 |
---|
Schlagwörter: |
---|
Umfang: |
15 |
---|
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:75 ; year:2014 ; day:15 ; month:09 ; pages:604-618 ; extent:15 |
Links: |
---|
DOI / URN: |
10.1016/j.engstruct.2014.06.023 |
---|
Katalog-ID: |
ELV027764966 |
---|
LEADER | 01000caa a22002652 4500 | ||
---|---|---|---|
001 | ELV027764966 | ||
003 | DE-627 | ||
005 | 20230623191307.0 | ||
007 | cr uuu---uuuuu | ||
008 | 180603s2014 xx |||||o 00| ||eng c | ||
024 | 7 | |a 10.1016/j.engstruct.2014.06.023 |2 doi | |
028 | 5 | 2 | |a GBVA2014002000015.pica |
035 | |a (DE-627)ELV027764966 | ||
035 | |a (ELSEVIER)S0141-0296(14)00379-4 | ||
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 Gattulli, Vincenzo |e verfasserin |4 aut | |
245 | 1 | 0 | |a Simulations of FRP reinforcement in masonry panels and application to a historic facade |
264 | 1 | |c 2014 | |
300 | |a 15 | ||
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 • We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP reinforced masonry panels are used to compare. • Main facade of Camponeschi Palace at L’Aquila, is used as a realistic example. | ||
650 | 7 | |a Numerical modeling |2 Elsevier | |
650 | 7 | |a Seismic retrofitting |2 Elsevier | |
650 | 7 | |a Historical masonry |2 Elsevier | |
650 | 7 | |a Fiber Reinforced (FPR) materials |2 Elsevier | |
700 | 1 | |a Lampis, Gianluca |4 oth | |
700 | 1 | |a Marcari, Giancarlo |4 oth | |
700 | 1 | |a Paolone, Achille |4 oth | |
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:75 |g year:2014 |g day:15 |g month:09 |g pages:604-618 |g extent:15 |
856 | 4 | 0 | |u https://doi.org/10.1016/j.engstruct.2014.06.023 |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 75 |j 2014 |b 15 |c 0915 |h 604-618 |g 15 | ||
953 | |2 045F |a 690 |
author_variant |
v g vg |
---|---|
matchkey_str |
gattullivincenzolampisgianlucamarcarigia:2014----:iuainofpenocmnimsnyaesnapia |
hierarchy_sort_str |
2014 |
bklnumber |
85.15 |
publishDate |
2014 |
allfields |
10.1016/j.engstruct.2014.06.023 doi GBVA2014002000015.pica (DE-627)ELV027764966 (ELSEVIER)S0141-0296(14)00379-4 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Gattulli, Vincenzo verfasserin aut Simulations of FRP reinforcement in masonry panels and application to a historic facade 2014 15 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP reinforced masonry panels are used to compare. • Main facade of Camponeschi Palace at L’Aquila, is used as a realistic example. Numerical modeling Elsevier Seismic retrofitting Elsevier Historical masonry Elsevier Fiber Reinforced (FPR) materials Elsevier Lampis, Gianluca oth Marcari, Giancarlo oth Paolone, Achille oth 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:75 year:2014 day:15 month:09 pages:604-618 extent:15 https://doi.org/10.1016/j.engstruct.2014.06.023 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 75 2014 15 0915 604-618 15 045F 690 |
spelling |
10.1016/j.engstruct.2014.06.023 doi GBVA2014002000015.pica (DE-627)ELV027764966 (ELSEVIER)S0141-0296(14)00379-4 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Gattulli, Vincenzo verfasserin aut Simulations of FRP reinforcement in masonry panels and application to a historic facade 2014 15 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP reinforced masonry panels are used to compare. • Main facade of Camponeschi Palace at L’Aquila, is used as a realistic example. Numerical modeling Elsevier Seismic retrofitting Elsevier Historical masonry Elsevier Fiber Reinforced (FPR) materials Elsevier Lampis, Gianluca oth Marcari, Giancarlo oth Paolone, Achille oth 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:75 year:2014 day:15 month:09 pages:604-618 extent:15 https://doi.org/10.1016/j.engstruct.2014.06.023 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 75 2014 15 0915 604-618 15 045F 690 |
allfields_unstemmed |
10.1016/j.engstruct.2014.06.023 doi GBVA2014002000015.pica (DE-627)ELV027764966 (ELSEVIER)S0141-0296(14)00379-4 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Gattulli, Vincenzo verfasserin aut Simulations of FRP reinforcement in masonry panels and application to a historic facade 2014 15 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP reinforced masonry panels are used to compare. • Main facade of Camponeschi Palace at L’Aquila, is used as a realistic example. Numerical modeling Elsevier Seismic retrofitting Elsevier Historical masonry Elsevier Fiber Reinforced (FPR) materials Elsevier Lampis, Gianluca oth Marcari, Giancarlo oth Paolone, Achille oth 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:75 year:2014 day:15 month:09 pages:604-618 extent:15 https://doi.org/10.1016/j.engstruct.2014.06.023 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 75 2014 15 0915 604-618 15 045F 690 |
allfieldsGer |
10.1016/j.engstruct.2014.06.023 doi GBVA2014002000015.pica (DE-627)ELV027764966 (ELSEVIER)S0141-0296(14)00379-4 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Gattulli, Vincenzo verfasserin aut Simulations of FRP reinforcement in masonry panels and application to a historic facade 2014 15 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP reinforced masonry panels are used to compare. • Main facade of Camponeschi Palace at L’Aquila, is used as a realistic example. Numerical modeling Elsevier Seismic retrofitting Elsevier Historical masonry Elsevier Fiber Reinforced (FPR) materials Elsevier Lampis, Gianluca oth Marcari, Giancarlo oth Paolone, Achille oth 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:75 year:2014 day:15 month:09 pages:604-618 extent:15 https://doi.org/10.1016/j.engstruct.2014.06.023 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 75 2014 15 0915 604-618 15 045F 690 |
allfieldsSound |
10.1016/j.engstruct.2014.06.023 doi GBVA2014002000015.pica (DE-627)ELV027764966 (ELSEVIER)S0141-0296(14)00379-4 DE-627 ger DE-627 rakwb eng 690 690 DE-600 330 600 VZ 85.15 bkl Gattulli, Vincenzo verfasserin aut Simulations of FRP reinforcement in masonry panels and application to a historic facade 2014 15 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP reinforced masonry panels are used to compare. • Main facade of Camponeschi Palace at L’Aquila, is used as a realistic example. Numerical modeling Elsevier Seismic retrofitting Elsevier Historical masonry Elsevier Fiber Reinforced (FPR) materials Elsevier Lampis, Gianluca oth Marcari, Giancarlo oth Paolone, Achille oth 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:75 year:2014 day:15 month:09 pages:604-618 extent:15 https://doi.org/10.1016/j.engstruct.2014.06.023 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 85.15 Forschung und Entwicklung Betriebswirtschaft VZ AR 75 2014 15 0915 604-618 15 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:75 year:2014 day:15 month:09 pages:604-618 extent:15 |
sourceStr |
Enthalten in Artificial intelligence in innovation research: A systematic review, conceptual framework, and future research directions Amsterdam [u.a.] volume:75 year:2014 day:15 month:09 pages:604-618 extent:15 |
format_phy_str_mv |
Article |
bklname |
Forschung und Entwicklung |
institution |
findex.gbv.de |
topic_facet |
Numerical modeling Seismic retrofitting Historical masonry Fiber Reinforced (FPR) materials |
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 |
Gattulli, Vincenzo @@aut@@ Lampis, Gianluca @@oth@@ Marcari, Giancarlo @@oth@@ Paolone, Achille @@oth@@ |
publishDateDaySort_date |
2014-01-15T00:00:00Z |
hierarchy_top_id |
ELV009490973 |
dewey-sort |
3690 |
id |
ELV027764966 |
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">ELV027764966</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230623191307.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180603s2014 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.engstruct.2014.06.023</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBVA2014002000015.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV027764966</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0141-0296(14)00379-4</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">Gattulli, Vincenzo</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Simulations of FRP reinforcement in masonry panels and application to a historic facade</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2014</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">15</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">• We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP reinforced masonry panels are used to compare. • Main facade of Camponeschi Palace at L’Aquila, is used as a realistic example.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Numerical modeling</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Seismic retrofitting</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Historical masonry</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Fiber Reinforced (FPR) materials</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Lampis, Gianluca</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Marcari, Giancarlo</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Paolone, Achille</subfield><subfield code="4">oth</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:75</subfield><subfield code="g">year:2014</subfield><subfield code="g">day:15</subfield><subfield code="g">month:09</subfield><subfield code="g">pages:604-618</subfield><subfield code="g">extent:15</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.engstruct.2014.06.023</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">75</subfield><subfield code="j">2014</subfield><subfield code="b">15</subfield><subfield code="c">0915</subfield><subfield code="h">604-618</subfield><subfield code="g">15</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">690</subfield></datafield></record></collection>
|
author |
Gattulli, Vincenzo |
spellingShingle |
Gattulli, Vincenzo ddc 690 ddc 330 bkl 85.15 Elsevier Numerical modeling Elsevier Seismic retrofitting Elsevier Historical masonry Elsevier Fiber Reinforced (FPR) materials Simulations of FRP reinforcement in masonry panels and application to a historic facade |
authorStr |
Gattulli, Vincenzo |
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 Simulations of FRP reinforcement in masonry panels and application to a historic facade Numerical modeling Elsevier Seismic retrofitting Elsevier Historical masonry Elsevier Fiber Reinforced (FPR) materials Elsevier |
topic |
ddc 690 ddc 330 bkl 85.15 Elsevier Numerical modeling Elsevier Seismic retrofitting Elsevier Historical masonry Elsevier Fiber Reinforced (FPR) materials |
topic_unstemmed |
ddc 690 ddc 330 bkl 85.15 Elsevier Numerical modeling Elsevier Seismic retrofitting Elsevier Historical masonry Elsevier Fiber Reinforced (FPR) materials |
topic_browse |
ddc 690 ddc 330 bkl 85.15 Elsevier Numerical modeling Elsevier Seismic retrofitting Elsevier Historical masonry Elsevier Fiber Reinforced (FPR) materials |
format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
format_main_str_mv |
Text Zeitschrift/Artikel |
carriertype_str_mv |
zu |
author2_variant |
g l gl g m gm a p ap |
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 |
Simulations of FRP reinforcement in masonry panels and application to a historic facade |
ctrlnum |
(DE-627)ELV027764966 (ELSEVIER)S0141-0296(14)00379-4 |
title_full |
Simulations of FRP reinforcement in masonry panels and application to a historic facade |
author_sort |
Gattulli, Vincenzo |
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 |
2014 |
contenttype_str_mv |
zzz |
container_start_page |
604 |
author_browse |
Gattulli, Vincenzo |
container_volume |
75 |
physical |
15 |
class |
690 690 DE-600 330 600 VZ 85.15 bkl |
format_se |
Elektronische Aufsätze |
author-letter |
Gattulli, Vincenzo |
doi_str_mv |
10.1016/j.engstruct.2014.06.023 |
dewey-full |
690 330 600 |
title_sort |
simulations of frp reinforcement in masonry panels and application to a historic facade |
title_auth |
Simulations of FRP reinforcement in masonry panels and application to a historic facade |
abstract |
• We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP reinforced masonry panels are used to compare. • Main facade of Camponeschi Palace at L’Aquila, is used as a realistic example. |
abstractGer |
• We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP reinforced masonry panels are used to compare. • Main facade of Camponeschi Palace at L’Aquila, is used as a realistic example. |
abstract_unstemmed |
• We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP reinforced masonry panels are used to compare. • Main facade of Camponeschi Palace at L’Aquila, is used as a realistic example. |
collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U |
title_short |
Simulations of FRP reinforcement in masonry panels and application to a historic facade |
url |
https://doi.org/10.1016/j.engstruct.2014.06.023 |
remote_bool |
true |
author2 |
Lampis, Gianluca Marcari, Giancarlo Paolone, Achille |
author2Str |
Lampis, Gianluca Marcari, Giancarlo Paolone, Achille |
ppnlink |
ELV009490973 |
mediatype_str_mv |
z |
isOA_txt |
false |
hochschulschrift_bool |
false |
author2_role |
oth oth oth |
doi_str |
10.1016/j.engstruct.2014.06.023 |
up_date |
2024-07-06T17:04:38.454Z |
_version_ |
1803850065858527232 |
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">ELV027764966</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230623191307.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180603s2014 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.engstruct.2014.06.023</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBVA2014002000015.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV027764966</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0141-0296(14)00379-4</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">Gattulli, Vincenzo</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Simulations of FRP reinforcement in masonry panels and application to a historic facade</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2014</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">15</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">• We propose simple FE models to simulate masonry structures reinforced with FRP. • Masonry nonlinear behavior is represented by mascroscopic smeared crack approach. • FRP strips are simulated by simple nonlinear trusses under perfect adhesion hypotheses. • Experimental results of CFRP & GFRP reinforced masonry panels are used to compare. • Main facade of Camponeschi Palace at L’Aquila, is used as a realistic example.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Numerical modeling</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Seismic retrofitting</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Historical masonry</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Fiber Reinforced (FPR) materials</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Lampis, Gianluca</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Marcari, Giancarlo</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Paolone, Achille</subfield><subfield code="4">oth</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:75</subfield><subfield code="g">year:2014</subfield><subfield code="g">day:15</subfield><subfield code="g">month:09</subfield><subfield code="g">pages:604-618</subfield><subfield code="g">extent:15</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.engstruct.2014.06.023</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">75</subfield><subfield code="j">2014</subfield><subfield code="b">15</subfield><subfield code="c">0915</subfield><subfield code="h">604-618</subfield><subfield code="g">15</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">690</subfield></datafield></record></collection>
|
score |
7.3990545 |