000 03375nas a2200469 a 4500
005 20260817172251.0
008 140619s2013 th a ||| 000 eng d
035 _a.b1213403x
099 9 _aAIT Thesis no.ST-13-11
100 0 _aPhongthorn Songdet
245 1 2 _aA case study of effects from soil-pile interactions to dynamic response of a structure under earthquake
260 _aPathum Thani :
_bAsian Institute of Technology,
_c2013
300 _a1 online resource (86 leaves) :
_bill., charts
490 1 _aThesis ;
_vno. ST-13-11
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology
502 _aThesis (M. Eng.) - Asian Institute of Technology, 2013
520 _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.
650 0 _aStructural dynamics
650 0 _aEarthquake
700 0 _aPunchet Thammarak,
_eChairperson
700 0 _aPennung Warnitchai,
_eExamination Committee
700 1 _aAnwar, Naveed,
_eExamination Committee
710 2 _aRoyal Thai Government Fellowship,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. ST-13-11
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B04017
907 _a.b1213403x
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962 _a000:001:PDF:b1213403:001556:0:0:0:0:0:0
_tAbstract--AIT Thesis no.ST-13-11
_vn
945 _lmnait
945 _lmnait
945 _lmnarc
945 _lmnarc
942 _c20
942 _c40
942 _c67
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