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020 _aTHE0008632(Local)
_qhardback
040 _aUMP
_beng
_cUMP
_erda
090 _aFKASA .L36 2019 r Bc.
100 1 _aLam, Cheng Yong,
_eauthor.
245 1 0 _aFinite element analysis of steel frame for high rise building structure using ansys /
_cLam Cheng Yong
264 1 _aKuantan, Pahang :
_bUMP,
_c2019
264 4 _c© 2019
300 _axiii, 100 pages :
_billustrations ;
_c30 cm. +
_e1 CD-ROM
336 _atext
_2rdacontent
336 _atext
_2rdacontent
337 _aunmediated
_2rdamedia
337 _acomputer
_2rdamedia
338 _avolume
_2rdacarrier
338 _acomputer disc
_2rdacarrier
347 _atext file
_bPDF
_2rda
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019
504 _aIncludes bibliographical references
520 3 _aIn this research, 3D steel frame was analyzed by manual calculation and also ANSYS program with the probabilistic method. This analysis is to determine the stress, strain, deflection, deformation of the structure and checked accordingly to Eurocode 3 as well. Recently, steel frame is normally used in building due to light, greater durability, erected rapidly and economical. A 3D Lin. Beam 188 of steel element type was choose for the 3D steel frame. Due to the design criteria in designing for tensile, compression and buckling were passed, hence the material and geometry of the steel were satisfied as well for this research. The numerical results show very good agreement with manual calculation results. The real behavior of the structure under the applied loads from the results of simulation. The results of cumulative distribution function, histogram plot, sensitivity plot and simple history plot by 10000 times of simulation for any input and output in probabilistic analysis.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and colleges
_xDisertations
650 0 _aTheses
942 _2lcc
_cPSM