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A platform for research: civil engineering, architecture and urbanism
Infill-Walls Interaction on Steel Moment Resisting Frame Due to Lateral Forces
Infill-walls are often used as partition for most low-rise buildings building structure and are usually considered as non-structural components. However, infill-walls can interact and affect its frame structure behavior due to lateral loads. Studies that had been done mostly using reinforced concrete as structure frame. Regarding to this matter, analysis is performed by creating ten models of three and five-stories steel moment resisting frame which contain infill-walls considered as loads only (M3Open & M5Open) , infill-walls with stiffened openings in centric position (M3Hole-strut, M3Hole-shell, M5Hole-strut, & M5Hole-shell), and full infill-walls (M3Full-strut, M3Full-shell, M5Full-strut, & M5Full-shell). Infill-walls that its stiffness is considered on are modeled as diagonal strut and shell elements. Each structure models then are analyzed to obtain elastic story displacement and inter-story drift. Results show that story displacements plot of strut-modeled cross section area of infill-walls with hole need to be reduced by 0.4 to approach shell-modeled plot. Meanwhile, no need to modify strut for full infill-walls.
Infill-Walls Interaction on Steel Moment Resisting Frame Due to Lateral Forces
Infill-walls are often used as partition for most low-rise buildings building structure and are usually considered as non-structural components. However, infill-walls can interact and affect its frame structure behavior due to lateral loads. Studies that had been done mostly using reinforced concrete as structure frame. Regarding to this matter, analysis is performed by creating ten models of three and five-stories steel moment resisting frame which contain infill-walls considered as loads only (M3Open & M5Open) , infill-walls with stiffened openings in centric position (M3Hole-strut, M3Hole-shell, M5Hole-strut, & M5Hole-shell), and full infill-walls (M3Full-strut, M3Full-shell, M5Full-strut, & M5Full-shell). Infill-walls that its stiffness is considered on are modeled as diagonal strut and shell elements. Each structure models then are analyzed to obtain elastic story displacement and inter-story drift. Results show that story displacements plot of strut-modeled cross section area of infill-walls with hole need to be reduced by 0.4 to approach shell-modeled plot. Meanwhile, no need to modify strut for full infill-walls.
Infill-Walls Interaction on Steel Moment Resisting Frame Due to Lateral Forces
Lecture Notes in Civil Engineering
Mohammed, Bashar S. (editor) / Min, Teh Hee (editor) / Sutanto, Muslich Hartadi (editor) / Joewono, Tri Basuki (editor) / As’ad, Sholihin (editor) / Tubuh, I Ketut Diartama Kubon (author) / Wiryadi, I Gede Gegiranang (author) / Wirawan, I Putu Agus Putra (author) / Setyawan, I Kadek Aditya (author) / Saputra, I Made Laksana Wira (author)
International Conference on Emerging Smart Cities ; 2022 ; Kuching, Malaysia
Proceedings of the International Conference on Emerging Smart Cities (ICESC2022) ; Chapter: 64 ; 747-755
2024-01-18
9 pages
Article/Chapter (Book)
Electronic Resource
English
Clt infill panels in steel moment resisting frames as a hybrid seismic force resisting system
| BASE | 2013