000			03415nas a2200421 a 4500
005			20260817163611.0
008			220210 2021 th uu m rtt 0| a1eng
035			_a.b12379360
099		9	_aAIT Thesis no.ST-21-06
100	1		_aCuevas, Dustin Glenn
245	1	0	_aAssessment of local ductility response reduction factors of 42-story and 30-story reinforced concrete dual system buildings
260			_aPathum Thani, Thailand : _bAsian Institute of Technology, _c2021
300			_a122 leaves : _bill.
490	1		_aThesis ; _vno. ST-21-06
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, 2021
520			_aResponse ductility reduction factors (m-factors) were investigated on both 42- story and 30-story RC dual system buildings. This study covers the deformation- controlled actions of beams, shear walls, and coupling beams. Based on the data extracted from time history analysis at increasing hazard levels, local ductility reduction is showed to be higher than story ductility reduction and story ductility reduction is higher than global ductility reduction (mL > ms > me). Moreover, ductility demand presents a nonlinear increase while local ductility response reduction showed a linear increase with respect to the spectral geometric mean. Consequently, mL and /1L relationship for all members presents a nonlinear increase. Relationships between local and global ductility response reduction factors were also established based on the regression of different parameters (me, /11> Sa). In this case, if the local ductility demand is taken as the basis of design, the local ductility response reduction (md can be determined or vice versa. The proposed relationship is based on the idea that the ductility reduction factor should be applied locally since different nonlinearities are experienced by each member. It was evaluated using a 40- story case study building and the result showed a good prediction of the true nonlinear demands in comparison with the linear demands based on reducing the forces at the global level.
650		0	_aReinforced concrete construction
650		0	_aEarthquake resistant design
700	0		_aPennung Warnitchai, _eChairperson
700	1		_aAnwar, Naveed, _eCo-Chairperson
700	0		_aPunchet Thammarak, _eExamination Committee
700	0		_aRaktipong Sahamitmongkol, _eExamination Committee
710	2		_aComputer and Structures Inc. (CSI), USA, _eScholarship Donor
710	2		_aAsian Institute of Technology Fellowship, _eScholarship Donor
810	2		_aAsian Institute of Technology. _tThesis ; _vno. ST-21-06
856			_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B15693
907			_a.b12379360 _bmnait _cm
902			_a240419
998			_b0 _c220210 _dm _ea _fm _g0
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