000			01592nam a2200241 a 4500
001			vtls000029633
003			KUKTEM
005			20251114204348.0
008			080623s2007 my f 001 0 eng|d
020			_aTHE0003592(Local)
039		9	_a201905152032 _bzulaiha _c201107132034 _dVLOAD _c200908141504 _dVLOAD _c200908141434 _dVLOAD _y200806231238 _zfara
040			_aUMP
090			_aTJ820 .T46 2007 rs Thesis
100	0		_aTeoh Wei Bing
245	1	0	_aComparison of wind load on building surface according to wind tunnel and MS1553:2002 (wind loading for building structure in Malaysia) / _cTeoh Wei Bing
260			_aKuantan, Pahang : _bUMP, _c2007
300			_axiii, 47 p. : _bcol. ill. ; _c30 cm.
502			_aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007
520	3		_aOne of the major consideration factors in designing the tall building is wind load. This study is conducted to determine the validation of wind tunnel testing. A square building is tested in wind tunnel to determine the force distribution pattern on the building surfaces. The experiment result is compared to the MS1553:2002 (Code of Practice on Wind Loading for Building Structure), for which real building had been tested. The experiment result shows similar pattern in the force distribution as derived from MS1553:2002. It shows that the wind tunnel can be used to design wind load acting on tall building. -Author
650		0	_aWind power
650		0	_aSustainable architecture
999			_aVIRTUA40 _c697 _d703
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5200*6500*6501*9992