Lim, Yee Siang (2019) Finite analysis of steel frame multi-storey building by using ANSYS. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.
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Abstract
In this research, a multi-storey building has been analysed by using ANSYS software. This research is to determine the strain, stress, maximum deflection, deformation and also checking the structure according to Eurocode 3. Major of the buildings constructed in Malaysia are reinforced concrete buildings compared to steel frame buildings. Steel structure design software is very important to help civil engineers in finite element analysis. The type of material and the geometry for the structure was satisfied in in cases it passed all the designing for tensile, buckling and compression. The values for the input variables are generated randomly by using Monte Carlo Simulation with given mean values and standard deviation or as prescribed samples using Response Surface Method. From the result of simulation, we can know the behaviour of the steel frame structure under the input parameter that applied. Then, from the probabilistic analysis, we collect the result of cumulative distribution function, the histogram plot for input and output parameter, sensitivity plot and simple history plot for all parameter.
| Item Type: | Undergraduates Project Papers |
|---|---|
| Additional Information: | Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019, SV: DR. CHENG HOCK TIAN, NO. CD: 12522 |
| Uncontrolled Keywords: | Steel frame; multi-storey building; ANSYS |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) T Technology > TH Building construction |
| Faculty/Division: | Faculty of Civil Engineering & Earth Resources |
| Depositing User: | Mrs. Sufarini Mohd Sudin |
| Date Deposited: | 14 Oct 2020 02:12 |
| Last Modified: | 14 Oct 2020 02:12 |
| URI: | http://umpir.ump.edu.my/id/eprint/29566 |
| Download Statistic: | View Download Statistics |
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