02200nas a2200253 a 450000500170000000800410001703500150005810000230007324501080009626000570020430000500026149000270031150001700033850200590050852010330056765000240160065000150162470000360163970000470167570000420172271000570176481000590182185600660188020260817172251.0140619s2013    th a   |||    000   eng d  a.b1213403x0 aPhongthorn Songdet12aA case study of effects from soil-pile interactions to dynamic response of a structure under earthquake  aPathum Thani :bAsian Institute of Technology,c2013  a1 online resource (86 leaves) :bill., charts1 aThesis ;vno. ST-13-11  aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology  aThesis (M. Eng.) - Asian Institute of Technology, 2013  aThe  structural  analysis  of  buildings  under  dynamic  excitation  has  long  been  studied  and  developed  for  decades.  The  techniques  which  represent  geometrical  nonlinearity  and  inelastic  material  behavior  are  available  and  adopted  in  the  analysis  of  buildings  under  extreme  events.  In  other  words,  state-of-the-art  technology  is  currently  exploited  to  simulate  the  response  of  superstructure  under  dynamic  loads.  However,  a  very  important  component,  foundation,  is  normally  neglected  and  oversimplified.  Consequently,  this  research  aims  to  investigate  the  effects  from  foundation  modeling  to  dynamic  response  of  superstructure.  Furthermore,  the  comparison  was  made  between  conventional  foundation  modeling, widely used in nowadays analysis, and proper modeling technique, incorporating soil continuum. This study shows that, in some cases, the response of soil vibration may be amplified and cause the significant increase in building response. 0aStructural dynamics 0aEarthquake0 aPunchet Thammarak,eChairperson0 aPennung Warnitchai,eExamination Committee1 aAnwar, Naveed,eExamination Committee2 aRoyal Thai Government Fellowship,eScholarship Donor2 aAsian Institute of Technology.tThesis ;vno. ST-13-11  3Full-Textuhttp://203.159.5.9/ait-thesis/detail.php?q=B04017