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This study introduces a semi-fabricated system for the construction of floor slab.
Building on this work, the current paper describes the development and validation of a finite element model which can simulate the response of floor slab systems until failure, both at ambient and elevated temperature.
Particulars Details/values 1 Ground storey height 3.6 m 2 Remaining other storey heights 3.2 m 3 Size of beams 300 × 600 mm 4 Size of columns (from ground storey to tenth storey) 850 × 850 mm 5 Size of columns (from tenth storey to twentieth storey) 750 × 750 mm 6 Size of columns (from twentieth storey to twenty-eight storey) 600 × 600 mm 7 Thickness of floor slab 150 mm.
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The 36,000-square-foot former tool and die factory also came equipped with enough windows, but considerable demolition was required inside, including removal of floor slabs, masonry walls and old plumbing.
Different criteria for seismic strengthening of floor slabs and of carpentry joints are presented.
The horizontal load is transferred to staggered walls below through diaphragm action of floor slabs.
Researchers have focused on developing the fundamental understanding of the complex behaviour of floor slabs and also improving the methods of analysis.
Different vertical support conditions and three steel meshes are applied in order to assess the impact of vertical supports on tensile membrane action of floor slabs.
The experimental results are analysed to evaluate the influence of floor slabs on the cyclic performance of composite joints with RBS beams.
The study was conducted on prototype concrete moment-resisting building frames of varying height with and without the incorporation of floor slabs, using explicit time integration in LS-DYNA (Hallquist 2007), a general-purpose finite element code.
The stiffness degradation due to cracking in the flat slab system considered in the equivalent frame method was taken into account by reducing the modulus of elasticity of floor slabs based on linear elastic finite element analysis in this study.
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