Finite element analysis of hysteretic properties of steel frame embedded dense ribbed composite wall against lateral force system
Abstract
software. The infl uence of multi-ribbed composite wall on hysteretic properties, skeleton curve, stiff ness degradation, ductility and energy
dissipation capacity of steel frame structure is studied. The results show that the loading capacity and energy dissipation capacity of steel
frame can be eff ectively improved by adding dense ribbed composite wall.
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[1] Mengdi He. Research on seismic performance of Steel frame-dense composite wall against lateral force system [D]. Xi ‘an Technological University,2022.
[2] Feng Zhou. Mechanical performance and theoretical analysis of Steel frame-prefabricated R/ECC shear wall lateral force resistance System [D]. Chang ‘an
University,2016.
[3]GB 50010-2010, Code for Design of Concrete structures [S]. Beijing: China Building and Architecture Press,2011.
[4] Wei Huang, Qianfeng Yao, Xufeng Zhang, et al. Calculation and Analysis of elastic lateral Stiff ness of New Composite wall [J]. Earthquake Resistance
and Reinforcement Engineering, 2005.
[5] Hanheng Wu. Research on Mechanical performance of prefabricated steel frame-precast concrete lateral resistance wall structure system [D]. Chang ‘an
University,2014.
[6]JGJ101-2015. Seismic test Code for buildings [S]. Beijing: China Building and Construction Press.2015.
[7] Tianhua Zhou, Jiqin Wang, Hanheng Wu, et al. Experimental study on seismic performance of prefabricated Steel frame-fi lled Light steel composite
wallboard Structure [J]. Engineering Mechanics,2023,40(07):217-227.
DOI: http://dx.doi.org/10.18686/modern-management-forum.v8i7.13630
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