02982ntm a2200397 i 4500952013500000952012100135999001700256003000800273005001700281006001900298007000300317008004100320020003200361040002300393090002600416100003400442245013600476264003400612264001200646300005600658336002100714336002100735337002500756337002300781338002300804338003000827347002400857500005300881502009000934504004001024520138401064610006802448650004402516650001102560942001302571  00102lcc40718REFa10000b10000cREFd2019-10-15l0oFKASA .N35 2018 r Bc.p0000127201r2020-07-07 00:00:00w2019-10-15yTHESIS  00102lcc40708REFa10000b10000cREFd2019-10-15l0oCD12095p0000127202r2020-10-26 00:00:00w2019-10-15yTHESIS  c90888d90894MY-KuUP20251125105405.0t||||fr|||| 000 0 ta191015t20182018my ad||fram|| 000 0 eng d  aTHE0008302(Local)qhardback  aUMPbengcUMPerda  aFKASA .N35 2018 r Bc.0 aSiti Najihah Yaakup,eauthor.10aInfluence of concrete grade and level of seismicity on seismic design of reinforced concrete school building /cSiti Najihah Yaakup 1aKuantan, Pahang :bUMP,c2018  c© 2018  axi, 61 pages :billustrations ;c30 cm. +e1 CD-ROM  atext2rdacontent  atext2rdacontent  aunmediated2rdamedia  acomputer2rdamedia  avolume2rdacarrier  acomputer disc2rdacarrier  atext filebPDF2rda  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2018  aIncludes bibliographical references3 aIn  Malaysia,  when  there  is  natural  disaster  occur,  reinforced  concrete  (RC)  school building will be the main shelter for community to stay until the disaster dwindle. it is very important to make sure the design of RC school building in future can sustain the load from earthquake, which means it is important that RC school buildings to remain functioning  even  after  gone  through  the  earthquake.  The  objective  of  the  study  is  to determine  the  effect  of  magnitude  of  Peak  Ground  Acceleration  (PGA)  and  effect  of grade of concrete on the amount of steel reinforcement. The model use for the study is two-storey RC school building which is design based on Eurocode 8. There are a total of  six  models  with  different  value  of  PGA  and  grade  concrete.  Then,  the  analysis  is conducted to all of the models by using Tekla Structural Designer to obtain both of the objectives. The information based on the amount of steel required is provided from the analysis.  It  is  represented  by  using  Design  Response  Spectrum  graph  and  tabulated tables  that  contained  information  like  bending  moment.  Based  on  the  analysis conducted  in  this  study,  the  RC  school  building  with  higher  PGA  required  higher amount  of  steel  reinforcement  while  higher  grade  concrete  required  lower  amount  of steel reinforcement.20aFaculty of Civil Engineering and Earth ResourcesxDissertations 0aUniversities and collegesxDisertations 0aTheses  2lcccPSM