02559nam a2200253 a 4500001001400000003000700014005001700021008004100038020002200079039010800101040000800209090003000217100002000247245013900267260003700406300003900443502011300482520143100595650001802026650003702044952012402081999002302205999007702228vtls000029328KUKTEM20251114204347.0080609s2006    my     f      001 0 eng|d  aTHE0003510(Local) 9a201905132107bzulaihac201211011501dFidac201107132028dVLOADc200908141455dVLOADy200806091523zfara  aUMP  aTH891 .R67 2006 rs Thesis0 aRosmawati Mamat10aDetermination of terrain height multiplier for MS 1553:2002 (wind loading for building structure in Malaysia) /cRosmawati binti Mamat  aKuantan, Pahang :bKUKTEM,c2006  axiii, 56 p. :bcol. ill. ;c30 cm.  aProject paper (Bachelor of Civil Engineering) -- Kolej Universiti Kejuruteraan dan Teknologi Malaysia - 20063 aMalaysia has developed own code of practice on wind loading for building structure to support Malaysian Standard in 2002, on going research is still being carried out to update the data in the codes. One of the modification multiplier factors to calculate wind speed pressures are terrain type and height above ground. The objective of this study is to propose new terrain height multiplier for terrain type 3: sub urban area. According to MS 1553:2002 terrain height multiplier are identify as Mz,cat. Seberang Jaya Telecommunication Tower is chosen as a case study to represent terrain type 3. In Malaysia only Seberang Jaya Telecommunication Tower has 3 levels of wind sensors in order to study wind speed vertical profile. Wind speed profiles commonly expressed by power law profile because it is more popular equation has been use all the world in most of the major codes of practice. Coefficient terrain height multiplier Mz,cat has been determined using power law profile Seberang Jaya Perai Region. From the result Mz,cat was found to be lower than the values recommendation in MS 1553:2002 which is base on Australia Standard AS 1170.2 The comparison coefficient terrain height multiplier, Mz,cat proposed between the other codes of practices such as ASCE 7-98, NBCC-1996, AIJ-1996, Euro Code and BS 6399 is different to each other. This result is expected due to difference of wind speed data in each country.-Author 0aWind-pressure 0aStandards, EngineeringzMalaysia  00104071a10000b10000d2019-09-04l0oTH891 .R67 2006 rs Thesisp0000030417r2019-09-04 00:00:00t1w2019-09-04yPSM  aVIRTUA40c667d673  aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5200*6500*6501*9992