Numerical investigation of the robustness of extended end-plate bolted beam-to-column joints subjected to column removal
Numerical investigation of the robustness of extended end-plate bolted beam-to-column joints subjected to column removal
Type of document
diplomová prácemaster thesis
Author
Diňo Mateo Joseph Romeo
Supervisor
D´Aniello Mario
Opponent
De Martino Attilio
Field of study
Sustainable Constructions under Natural Hazards and Catastrophic EventsStudy program
Civil EngineeringInstitutions assigning rank
katedra ocelových a dřevěných konstrukcíDefended
2017-02-14Rights
A university thesis is a work protected by the Copyright Act. Extracts, copies and transcripts of the thesis are allowed for personal use only and at one?s own expense. The use of thesis should be in compliance with the Copyright Act http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf and the citation ethics http://knihovny.cvut.cz/vychova/vskp.htmlVysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf a citační etikou http://knihovny.cvut.cz/vychova/vskp.html
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Show full item recordAbstract
Emphasis on the study of robustness of structures have gained attention after the famous collapse of infrastructures over the years. After the 9/11 World Trade Center incident, a drastic increase on researches on progressive collapse and the role of catenary action have occurred, indicating the urgency of focusing the efforts of engineers on designing blast-resistant buildings. Aside from terror attacks, robustness of structures is deemed significant for designing structures against natural catastrophes. In this study, the joints are given focus in designing moment-resisting steel frames. It is the aim of this study to analyse the robustness of steel joints using a typology that was typically used for regions with high seismicity. Hence, the use of MRF and larger column sizes. This was done by simulating a local joint under sudden loss of the middle column in ABAQUS. Emphasis on the study of robustness of structures have gained attention after the famous collapse of infrastructures over the years. After the 9/11 World Trade Center incident, a drastic increase on researches on progressive collapse and the role of catenary action have occurred, indicating the urgency of focusing the efforts of engineers on designing blast-resistant buildings. Aside from terror attacks, robustness of structures is deemed significant for designing structures against natural catastrophes. In this study, the joints are given focus in designing moment-resisting steel frames. It is the aim of this study to analyse the robustness of steel joints using a typology that was typically used for regions with high seismicity. Hence, the use of MRF and larger column sizes. This was done by simulating a local joint under sudden loss of the middle column in ABAQUS.
Collections
- Diplomové práce - 11134 [602]
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