| 000 | 02238ntm a2200289 a 4500 | ||
|---|---|---|---|
| 001 | vtls000092135 | ||
| 003 | KUKTEM | ||
| 005 | 20251117113309.0 | ||
| 008 | 151119t2015 my da f abm 000 0 eng d | ||
| 020 | _aTHE0000761(Local) | ||
| 039 | 9 |
_a201905161452 _bnazirah _c201711301546 _dfateeha _c201511251115 _dasma _y201511191239 _zasma |
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| 040 | _aUMP | ||
| 090 | _aFKASA .T46 2015 r Bc. | ||
| 100 | 1 | _aTeo, Kah Wei | |
| 245 | 1 | 0 |
_aProbabilistics finite element analysis of 3d portal frame using ANSYS / _cTeo Kah Wei |
| 260 |
_aKuantan, Pahang : _bUMP, _c2015 |
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| 300 |
_axviii, 111 p. : _bill. (some col.) ; _c30 cm. + _e1 CD ROM |
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| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 | ||
| 504 | _aBibliography : p. 78 | ||
| 520 | 3 | _aIn this research, a 3D portal frame was analyzed by manual calculation and also ANSYS program with the probabilistic method. This analysis is to determine the stress, strain, deflection and deformation of the structure. Besides that, the structure is checked accordingly to Eurocode 3 also. Nowadays portal frame is widely used for industrial building. It is very stable in term of everything and low in cost. A 500N/𝑚𝑚2 of yield strength was choose for the 3D portal frame. The material and geometry of the space truss was satisfied for this research since it passed all the design criteria in designing for tensile, compression and also buckling. The numerical results show very good agreement with manual calculation results. From the results of simulation, we get to know the real behavior of the structure under the applied loads. In probabilistic analysis, we get the results of cumulative distribution function, histogram plot, sensitivity plot and simple history plot by 10000 times of simulation for any input and output | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDissertations |
| 650 | 0 |
_aUniversities and Colleges _xDissertations |
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| 650 | 0 | _aTheses | |
| 856 | 4 | 0 |
_uhttp://ecollib.ump.edu.my/id/eprint/25234 _zAccess in library only |
| 999 |
_aVIRTUA40 _c6302 _d6308 |
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