| 000 | 03675nas a2200433 a 4500 | ||
|---|---|---|---|
| 005 | 20260818213611.0 | ||
| 008 | 110314s2010 th uu|m rtt 0| a1eng d | ||
| 035 | _a.b12092149 | ||
| 099 | 9 | _aAIT Thesis no.ST-10-12 | |
| 100 | 0 | _aPhichaya Suwansaya | |
| 245 | 1 | 0 | _aSeismic performance improvement of low to mid rise gravity load designed reinforced concrete frame buildings by buckling restrained braces and fiber reinforced polymer |
| 260 |
_aPathum Thani, Thailand : _bAsian Institute of Technology, _c2010 |
||
| 300 |
_a108 leaves : _bill. |
||
| 490 | 1 |
_aThesis ; _vno. ST-10-12 |
|
| 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 | ||
| 520 | _aIn this study, the seismic performance of low to mid rise gravity load design reinforce concrete frame building are presented. Furthermore the seismic performance of this building after adding BRBs and FRPs are presented. The commercial building with 4 sto ries and first soft storey which is the typical building that can be found in Bangladesh is selected to use as original building to study. This building is evaluated the seismic performance with cyclic pushover analysis and 3D nonlinear dynamic time histor y analysis. Furthermore, the design of retrofitting techniques which are BRB and FRP are presented in purpose to optimize the effectiveness of retrofitting schemes. The comparisons of the predicted response and the analysis response are discussed to check the design procedure. Later on, the comparison of each retrofitting technique is compared in term of the seismic performance, construction time, disrupting building functionality and cost. Both BRB and FRP techniques can enhance the seismic performance of the original structure. As compared in term of seismic performance, building functionality, restoring time and cost, FRP seems to be a better technique to improve the seismic performance of low to mid rise GLD buildings. | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 2010 | ||
| 650 | 0 |
_aBuildings, Reinforced concrete _xEarthquake effects |
|
| 700 | 0 |
_aPennung Warnitchai, _eChairperson |
|
| 700 | 1 |
_aAnwar, Naveed, _eExamination Committee |
|
| 700 | 1 |
_aKyung- Ho Park, _eExamination committee |
|
| 700 | 0 |
_aSun Sayamipuk, _eExamination committee |
|
| 710 | 2 |
_aRoyal Thai Government Fellowship, _eScholarship Donor |
|
| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. ST-10-12 |
|
| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B03990 |
||
| 907 |
_a.b12092149 _bmnait _cu |
||
| 902 | _a240403 | ||
| 998 |
_b0 _c110314 _dm _ea _fu _g0 |
||
| 962 |
_a000:001:PDF:b1209214:000615:0:0:0:0:0:0 _tAbstract-AIT Thesis no.ST-10-12 _vn |
||
| 945 | _lmnait | ||
| 945 | _lmnait | ||
| 945 | _lmnarc | ||
| 942 | _c20 | ||
| 942 | _c40 | ||
| 909 |
_aBarcode : 30050120566848 _bCREATED : 2011-03-14 _cRECORD # : i12661260 _dLPATRON : 1024126 _eLCHKIN : 2013-05-09 _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 1 _iTOT CHKOUT : 2 _jTOT RENEW : 6 |
||
| 909 |
_aBarcode : 30050120849152 _bCREATED : 2009-10-15 _cRECORD # : i12661272 _dLPATRON : 1025408 _eLCHKIN : 2015-08-20 _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 2 _iTOT CHKOUT : 2 _jTOT RENEW : 0 |
||
| 909 |
_aBarcode : 30050160101043 _bCREATED : 2016-04-22 _cRECORD # : i12949048 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0 |
||
| 999 |
_c105334 _d105334 |
||