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Finite analysis of steel frame multi-storey building by using ansys / Lim Yee Siang

By:

Lim, Yee Siang [author.]

Material type: Text

text
text

Media type:

unmediated
computer

Carrier type:

volume
computer disc

ISBN:

THE0008645(Local)

Subject(s):

Dissertation note: Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 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.

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Holdings ( 2 )
Title notes ( 4 )

Holdings
Item type	Current library	Collection	Call number	Copy number	Status	Date due	Barcode
Final Year Report	UMPLIB GAMBANG Reference	Reference	FKASA .L56 2019 r Bc. (Browse shelf(Opens below))	1	Not for loan		T000000586
Final Year Report	UMPLIB GAMBANG	Reference	CD12522 (Browse shelf(Opens below))	1	Not for loan		T000000587

Faculty of Civil Engineering and Earth Resources

Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019

Includes bibliographical references

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.