| 000 | 03312nas a2200421 a 4500 | ||
|---|---|---|---|
| 005 | 20260818090647.0 | ||
| 008 | 100107s2009 th uu|m rtt 0| a1eng d | ||
| 035 | _a.b1207178x | ||
| 099 | 9 | _aAIT Thesis no.ST-09-09 | |
| 100 | 1 | _aHadiwijaya, Irma Juwitasari | |
| 245 | 1 | 0 | _aDevelopment of a hybrid precast wall system for seismic resistance |
| 260 |
_aPathum Thani, Thailand : _bAsian Institute of Technology, _c2009 |
||
| 300 |
_a141 leaves : _bill. |
||
| 490 | 1 |
_aThesis ; _vno. ST-09-09 |
|
| 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, 2009 | ||
| 520 | _aMany existing precast concrete shear walls were designed based on monolithic emulation concept. Under earthquake, this type of walls will have numerous cracks in the wall panels and large residual drift. Then in 1999, Priestley developed shear walls that built using rocking wall concept with energy dissipators, called hybrid precast walls. Rocking wall is the wall that connected to the foundation and between wall panels using unbonded Post-tensioning Tendons (PT). Then, the interfaces were casted using fiber cement grout. When lateral load is applied, this type of wall will have gaps opened when the load is applied and closed when the load is removed. The advantage is that the wall will have self centering; no damage in wall panels, but it can undergo large displacement. This concept is then developed in several countries, such as USA and New Zealand. Different type of energy dissipators and ways to reduce shear slip and spalling in wall toe were proposed. Then in this study, Buckling Restrained Braces (BRB) as energy dissipater was proposed. Steel plate also added in the wall toe region to reduce spalling in that area. To avoid shear slip, shear keys were added. At the end, the wall assemblage shows it could work perfectly until BRB fracture in early 2.50% story drift. | ||
| 650 | 0 | _aPrecast concrete construction | |
| 700 | 0 |
_aPennung Warnitchai, _eChairperson |
|
| 700 | 0 |
_aSun Sayamipuk, _eCo-chairperson |
|
| 700 | 1 |
_aAnwar, Naveed, _eExamination Committee |
|
| 700 | 1 |
_aKyung-Ho, Park, _eExamination committee |
|
| 710 | 2 |
_aAIT Fellowship, _eScholarship donor |
|
| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. ST-09-09 |
|
| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B03976 |
||
| 907 |
_a.b1207178x _bmnait _cu |
||
| 902 | _a240329 | ||
| 998 |
_b0 _c100107 _dm _ea _fu _g0 |
||
| 945 | _lmnait | ||
| 945 | _lmnait | ||
| 945 | _lmnarc | ||
| 942 | _c20 | ||
| 942 | _c40 | ||
| 909 |
_aBarcode : 30050160056940 _bCREATED : 2008-10-08 _cRECORD # : i12626405 _dLPATRON : 1026377 _eLCHKIN : 2016-08-16 _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 1 _iTOT CHKOUT : 7 _jTOT RENEW : 12 |
||
| 909 |
_aBarcode : 30050160060082 _bCREATED : 2008-10-08 _cRECORD # : i12626417 _dLPATRON : 1026049 _eLCHKIN : 2017-08-04 _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 4 _iTOT CHKOUT : 5 _jTOT RENEW : 1 |
||
| 909 |
_aBarcode : 30050160101373 _bCREATED : 2016-04-22 _cRECORD # : i12948354 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0 |
||
| 999 |
_c28795 _d28795 |
||