Publications
6575102
Paola Costanza Miglietta
1
apa-5th-edition
50
date
desc
year
1
title
Miglietta, P.
1867
https://geogroup.utoronto.ca/wp-content/plugins/zotpress/
%7B%22status%22%3A%22success%22%2C%22updateneeded%22%3Afalse%2C%22instance%22%3Afalse%2C%22meta%22%3A%7B%22request_last%22%3A0%2C%22request_next%22%3A0%2C%22used_cache%22%3Atrue%7D%2C%22data%22%3A%5B%7B%22key%22%3A%22TUZA2DH8%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Miglietta%22%2C%22parsedDate%22%3A%222017%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMiglietta%2C%20P.%3C%5C%2Fstrong%3E%20C.%20%282017%29.%20%3Ci%3E%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Ftspace.library.utoronto.ca%5C%2Fhandle%5C%2F1807%5C%2F79347%27%3EApplication%20of%20the%20Hybrid%20Finite%5C%2FDiscrete%20Element%20Method%20to%20the%20Numerical%20Simulation%20of%20Masonry%20Structures%3C%5C%2Fa%3E%3C%5C%2Fi%3E%20%28PhD%20Thesis%29.%20University%20of%20Toronto.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22thesis%22%2C%22title%22%3A%22Application%20of%20the%20Hybrid%20Finite%5C%2FDiscrete%20Element%20Method%20to%20the%20Numerical%20Simulation%20of%20Masonry%20Structures%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Paola%20Costanza%22%2C%22lastName%22%3A%22Miglietta%22%7D%5D%2C%22abstractNote%22%3A%22Masonry%20is%20one%20of%20the%20most%20common%20construction%20techniques%20around%20the%20world.%20Unfortunately%2C%20it%20is%20also%20among%20the%20most%20sensitive%20to%20the%20risk%20of%20failure%20due%20to%20exceptional%20types%20of%20loading%2C%20such%20as%2C%20but%20not%20limited%20to%2C%20earthquakes.%20In%20order%20to%20properly%20design%20new%20structures%20and%20assess%20the%20strength%20of%20the%20existing%20building%20stock%2C%20it%20is%20important%20for%20the%20engineering%20community%20to%20have%20a%20reliable%20means%20of%20performing%20numerical%20simulations%20of%20masonry%20structures.%5Cn%5CnMasonry%20is%20characterized%20by%20being%20a%20composite%20material%2C%20which%20translates%20into%20greatly%20inhomogeneous%20and%20anisotropic%20behaviour.%20Typical%20numerical%20tools%20do%20not%20account%20explicitly%20for%20these%20features%20of%20the%20material%2C%20and%20those%20that%20do%20often%20require%20a%20high%20level%20of%20information%20about%20the%20structure%20in%20order%20to%20properly%20calibrate%20some%20of%20their%20many%20parameters.%5Cn%5CnThis%20research%20introduces%20a%20new%20numerical%20tool%2C%20the%20Finite%5C%2FDiscrete%20Element%20Method%20%28FDEM%29%2C%20as%20a%20possible%20solution%20to%20this%20problem.%20In%20this%20method%20the%20discontinuities%20between%20different%20materials%20are%20explicitly%20accounted%20for%20in%20the%20simulation.%20The%20structure%20and%20the%20materials%20are%20explicitly%20modelled%20with%20little%20to%20no%20need%20for%20numerical%20calibration.%5Cn%5CnFDEM%2C%20implemented%20in%20the%20software%20Y-Brick%2C%20has%20been%20used%20to%20replicate%20the%20results%20of%20experiments%20on%20masonry%20structures%20of%20different%20level%20of%20complexity.%20Some%20of%20the%20experiments%20were%20performed%20at%20the%20University%20of%20Toronto%20as%20part%20of%20this%20research%3B%20other%20have%20been%20collected%20from%20the%20technical%20literature.%20The%20software%20has%20been%20shown%20to%20be%20able%20to%20reproduce%20the%20experimental%20results%20from%20both%20the%20quantitative%20and%20the%20qualitative%20points%20of%20view%2C%20suggesting%20that%20it%20could%20become%20a%20valid%20tool%20for%20the%20simulation%20of%20the%20behaviour%20of%20complex%20masonry%20and%20structures%20under%20the%20effects%20of%20various%20types%20of%20loadings.%22%2C%22thesisType%22%3A%22PhD%20Thesis%22%2C%22university%22%3A%22University%20of%20Toronto%22%2C%22date%22%3A%222017%22%2C%22language%22%3A%22%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Ftspace.library.utoronto.ca%5C%2Fhandle%5C%2F1807%5C%2F79347%22%2C%22collections%22%3A%5B%22GIKCREZ4%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A32Z%22%7D%7D%2C%7B%22key%22%3A%22NBENDPKB%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Miglietta%20et%20al.%22%2C%22parsedDate%22%3A%222017%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMiglietta%2C%20P.%3C%5C%2Fstrong%3E%20C.%2C%20Bentz%2C%20E.%20C.%2C%20%26%20Grasselli%2C%20G.%20%282017%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85013223480%26doi%3D10.1016%252fj.engstruct.2017.02.019%26partnerID%3D40%26md5%3D4db3edaebbccb179af49a8ce9ac33754%27%3EFinite%5C%2Fdiscrete%20element%20modelling%20of%20reversed%20cyclic%20tests%20on%20unreinforced%20masonry%20structures%3C%5C%2Fa%3E.%20%3Ci%3EEngineering%20Structures%3C%5C%2Fi%3E%2C%20%3Ci%3E138%3C%5C%2Fi%3E%2C%20159%5Cu2013169.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Finite%5C%2Fdiscrete%20element%20modelling%20of%20reversed%20cyclic%20tests%20on%20unreinforced%20masonry%20structures%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Paola%20Costanza%22%2C%22lastName%22%3A%22Miglietta%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Evan%20C.%22%2C%22lastName%22%3A%22Bentz%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22In%20the%20present%20paper%20a%20branch%20of%20the%20FDEM%20software%2C%20developed%20at%20the%20University%20of%20Toronto%20and%20called%20Y-Brick%2C%20is%20presented%20and%20validated%20as%20a%20useful%20tool%20to%20model%20the%20reversed%20cyclic%20behaviour%20of%20masonry%20structures%20of%20varying%20levels%20of%20complexity.%20After%20discussing%20the%20available%20numerical%20tools%20for%20the%20simulation%20of%20the%20behaviour%20of%20masonry%2C%20Y-Brick%20is%20introduced%20and%20described.%20The%20program%20is%20then%20used%20to%20reproduce%20a%20set%20of%20experimental%20tests.%20The%20tests%20consist%20of%20applying%20reverse%20cyclic%20in-plane%20shear%20to%20three%20structures%2C%20of%20different%20size%20and%20complexity%2C%20but%20built%20using%20the%20same%20materials%2C%20with%20the%20purpose%20of%20simulating%20the%20effects%20of%20an%20earthquake.%20Y-Brick%20has%20shown%20to%20be%20able%20to%20quantitatively%20reproduce%20the%20experimental%20results%20in%20terms%20of%20stiffness%20degradation%2C%20maximum%20base%20shear%2C%20and%20energy%20dissipation%20with%20an%20error%20of%20less%20than%2020%25%2C%20requiring%20as%20input%20information%20simply%20the%20geometry%20of%20the%20specimens%2C%20the%20boundary%20conditions%20of%20the%20test%2C%20and%20the%20representative%20value%20of%20the%20properties%20of%20the%20materials%20that%20were%20used%20for%20the%20experiments.%20Y-Brick%20has%20also%20shown%20to%20be%20capable%20of%20identifying%20the%20position%20of%20the%20cracks%20that%20form%20as%20the%20structures%20accumulate%20damage%2C%20providing%20potential%20information%20for%20eventual%20strengthening%20or%20retrofitting.%20%5Cu00a9%202017%22%2C%22date%22%3A%222017%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.engstruct.2017.02.019%22%2C%22ISSN%22%3A%2201410296%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-85013223480%26doi%3D10.1016%252fj.engstruct.2017.02.019%26partnerID%3D40%26md5%3D4db3edaebbccb179af49a8ce9ac33754%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A24Z%22%7D%7D%2C%7B%22key%22%3A%22BUZG7SH6%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Miglietta%20et%20al.%22%2C%22parsedDate%22%3A%222016-08-29%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMiglietta%2C%20P.%3C%5C%2Fstrong%3E%20C.%2C%20Bentz%2C%20E.%20C.%2C%20%26%20Grasselli%2C%20G.%20%282016%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84991584986%26partnerID%3D40%26md5%3Db49d7e42c5f24372113450708d503098%27%3EFDEM%3A%20An%20innovative%20tool%20to%20model%20the%20seismic%20response%20of%20structural%20masonry%3C%5C%2Fa%3E.%20In%20K.%20Maekawa%2C%20J.%20Yamazaki%2C%20%26%20A.%20Kasuga%20%28Eds.%29%2C%20%3Ci%3EProceedings%20of%20the%2011th%20FIB%20International%20PhD%20Symposium%20in%20Civil%20Engineering%2C%20FIB%202016%3C%5C%2Fi%3E%20%28pp.%20509%5Cu2013516%29.%20Presented%20at%20the%2011th%20FIB%20International%20PhD%20Symposium%20in%20Civil%20Engineering%2C%20FIB%202016%2C%20Tokyo%2C%20Japan%3A%20A.A.%20Balkema%20Publishers.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22conferencePaper%22%2C%22title%22%3A%22FDEM%3A%20An%20innovative%20tool%20to%20model%20the%20seismic%20response%20of%20structural%20masonry%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22editor%22%2C%22firstName%22%3A%22K.%22%2C%22lastName%22%3A%22Maekawa%22%7D%2C%7B%22creatorType%22%3A%22editor%22%2C%22firstName%22%3A%22J.%22%2C%22lastName%22%3A%22Yamazaki%22%7D%2C%7B%22creatorType%22%3A%22editor%22%2C%22firstName%22%3A%22A.%22%2C%22lastName%22%3A%22Kasuga%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Paola%20Costanza%22%2C%22lastName%22%3A%22Miglietta%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Evan%20C.%22%2C%22lastName%22%3A%22Bentz%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%5D%2C%22abstractNote%22%3A%22Recent%20seismic%20events%20%28L%5Cu2019Aquila%202009%2C%20Christchurch%202011%2C%20Emilia%202012%2C%20Nepal%202015%29%20have%20stressed%20the%20need%20for%20advanced%20procedures%20to%20assess%20the%20capacity%20of%20masonry%20buildings%20to%20sustain%20earthquake%20loads.%20In%20this%20research%20a%20new%20analytical%20technique%2C%20the%20hybrid%20finite-discrete%20element%20method%20%28FDEM%29%2C%20is%20introduced%20as%20a%20promising%20tool%20for%20the%20seismic%20assessment%20of%20masonry.%20FDEM%20is%20shown%20to%20be%20capable%20of%20faithfully%20reproducing%20the%20experimentally%20observed%20behaviour%20of%20masonry%20structures%20of%20varying%20dimensions%20and%20levels%20of%20complexity%20from%20both%20the%20quantitative%20and%20the%20qualitative%20points%20of%20view.%20It%20is%20hoped%20that%20this%20research%20may%20allow%20for%20a%20better%20comprehension%20of%20failure%20mechanisms%20in%20masonry%2C%20thus%20leading%20to%20the%20design%20of%20more%20resilient%20structures%20and%20the%20reduction%20of%20worldwide%20societal%20losses%20due%20to%20earthquakes.%20%5Cu00a9%202016%2C%20A.A.%20Balkema%20Publishers.%20All%20rights%20reserved.%22%2C%22date%22%3A%22August%2029%20-%2031%2C%202016%22%2C%22proceedingsTitle%22%3A%22Proceedings%20of%20the%2011th%20FIB%20International%20PhD%20Symposium%20in%20Civil%20Engineering%2C%20FIB%202016%22%2C%22conferenceName%22%3A%2211th%20FIB%20International%20PhD%20Symposium%20in%20Civil%20Engineering%2C%20FIB%202016%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%22%22%2C%22ISBN%22%3A%22978-4-9909148-0-6%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84991584986%26partnerID%3D40%26md5%3Db49d7e42c5f24372113450708d503098%22%2C%22collections%22%3A%5B%22AV9PRCHG%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A24Z%22%7D%7D%2C%7B%22key%22%3A%22F9S8KHI8%22%2C%22library%22%3A%7B%22id%22%3A6575102%7D%2C%22meta%22%3A%7B%22creatorSummary%22%3A%22Miglietta%20et%20al.%22%2C%22parsedDate%22%3A%222016%22%2C%22numChildren%22%3A0%7D%2C%22bib%22%3A%22%3Cdiv%20class%3D%5C%22csl-bib-body%5C%22%20style%3D%5C%22line-height%3A%202%3B%20padding-left%3A%201em%3B%20text-indent%3A-1em%3B%5C%22%3E%5Cn%20%3Cdiv%20class%3D%5C%22csl-entry%5C%22%3E%3Cstrong%3EMiglietta%2C%20P.%3C%5C%2Fstrong%3E%20C.%2C%20Grasselli%2C%20G.%2C%20%26%20Bentz%2C%20E.%20C.%20%282016%29.%20%3Ca%20class%3D%27zp-ItemURL%27%20target%3D%27_blank%27%20href%3D%27https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84953888908%26doi%3D10.1016%252fj.engstruct.2015.12.037%26partnerID%3D40%26md5%3D4f415720529a5d0f68e8404c8f400e34%27%3EFinite%5C%2Fdiscrete%20element%20model%20of%20tension%20stiffening%20in%20GFRP%20reinforced%20concrete%3C%5C%2Fa%3E.%20%3Ci%3EEngineering%20Structures%3C%5C%2Fi%3E%2C%20%3Ci%3E111%3C%5C%2Fi%3E%2C%20494%5Cu2013504.Scopus.%3C%5C%2Fdiv%3E%5Cn%3C%5C%2Fdiv%3E%22%2C%22data%22%3A%7B%22itemType%22%3A%22journalArticle%22%2C%22title%22%3A%22Finite%5C%2Fdiscrete%20element%20model%20of%20tension%20stiffening%20in%20GFRP%20reinforced%20concrete%22%2C%22creators%22%3A%5B%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Paola%20Costanza%22%2C%22lastName%22%3A%22Miglietta%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Giovanni%22%2C%22lastName%22%3A%22Grasselli%22%7D%2C%7B%22creatorType%22%3A%22author%22%2C%22firstName%22%3A%22Evan%20C.%22%2C%22lastName%22%3A%22Bentz%22%7D%5D%2C%22abstractNote%22%3A%22The%20purpose%20of%20this%20paper%20is%20to%20investigate%20the%20phenomenon%20of%20tension%20stiffening%20in%20concrete%20reinforced%20with%20glass%20fibre%20polymer%20%28GFRP%29%20bars.%20The%20nature%20of%20the%20tension%20stiffening%20phenomenon%20is%20first%20described%20according%20to%20theory.%20Then%2C%20the%20results%20of%20an%20experimental%20campaign%20aiming%20to%20investigate%20tension%20stiffening%20quantitatively%20are%20presented%20and%20critically%20discussed%2C%20examining%20potential%20factors%20such%20as%20shrinkage%20that%20could%20have%20affected%20the%20measurements.%20Finally%2C%20the%20numerical%20models%20that%20reproduce%20the%20experiments%20are%20described%20and%20the%20results%20compared%20with%20both%20the%20theory%20and%20the%20experiments%20themselves.%20Good%20agreement%20is%20found%20between%20model%20and%20experimental%20data.%20%5Cu00a9%202016%20Elsevier%20Ltd.%22%2C%22date%22%3A%222016%22%2C%22language%22%3A%22English%22%2C%22DOI%22%3A%2210.1016%5C%2Fj.engstruct.2015.12.037%22%2C%22ISSN%22%3A%2201410296%22%2C%22url%22%3A%22https%3A%5C%2F%5C%2Fwww.scopus.com%5C%2Finward%5C%2Frecord.uri%3Feid%3D2-s2.0-84953888908%26doi%3D10.1016%252fj.engstruct.2015.12.037%26partnerID%3D40%26md5%3D4f415720529a5d0f68e8404c8f400e34%22%2C%22collections%22%3A%5B%227KFK25R5%22%5D%2C%22dateModified%22%3A%222024-03-03T20%3A18%3A24Z%22%7D%7D%5D%7D
Miglietta, P. C. (2017). Application of the Hybrid Finite/Discrete Element Method to the Numerical Simulation of Masonry Structures (PhD Thesis). University of Toronto.
Miglietta, P. C., Bentz, E. C., & Grasselli, G. (2017). Finite/discrete element modelling of reversed cyclic tests on unreinforced masonry structures. Engineering Structures, 138, 159–169.Scopus.
Miglietta, P. C., Bentz, E. C., & Grasselli, G. (2016). FDEM: An innovative tool to model the seismic response of structural masonry. In K. Maekawa, J. Yamazaki, & A. Kasuga (Eds.), Proceedings of the 11th FIB International PhD Symposium in Civil Engineering, FIB 2016 (pp. 509–516). Presented at the 11th FIB International PhD Symposium in Civil Engineering, FIB 2016, Tokyo, Japan: A.A. Balkema Publishers.Scopus.
Miglietta, P. C., Grasselli, G., & Bentz, E. C. (2016). Finite/discrete element model of tension stiffening in GFRP reinforced concrete. Engineering Structures, 111, 494–504.Scopus.