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035			_a.b1247356x
099		9	_aAIT Thesis no.ST-24-04
100	1		_aKoirala, Pralhadh
245	1	0	_aRapid indentification of seismic damage in a multi-story hospital building in Chiang Rai by using acceleration response time histories
260			_aPathum Thani, Thailand : _bAsian Institute of Technology, _c2024
300			_a128 leaves : _bill.+ _e1 online resource
490	1		_aThesis ; _vno. ST-24-04
500			_aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering
502			_aThesis (M. Eng.) - Asian Institute of Technology, 2024
520			_aAn innovative method for detecting seismic damage in a hospital building is introduced in this research, which employs low-cost accelerometers installed on a limited number of floors. In consideration of the concept of mode of vibration, the procedure was founded on modal decomposition, which states that any complex response of the structure can be expressed as the sum of its modal responses.Low-cost accelerometers were fitted on a limited number of floors. Human excitation of the hospital building was performed in order to determine the dynamic properties of the building such as frequency, 3D mode shape and damping ratio.These identified dynamic properties of the building were used as a foundation to prepare an updated numerical model in computer software which closely represented the actual building.The modal decomposition was performed utilizing the "Least Square Error" method, in which the modal acceleration was calculated by minimizing the square of the error between the measured and estimated acceleration responses coming from seismic activity coming from low-cost accelerometers. The sum of these products of modal accelerations with the structure's mode shape produced the estimated acceleration of each floor. Utilizing the obtained modal acceleration, acceleration, displacement, and interstory drift-related hospital building damages were identified.Modal pushover analysis was conducted on updated numerical model for each considered mode to determine the global as well as component level response of the structure. All the estimated results were validated with the actual measurement showing that the entire process studied in this thesis yields a rapid, reliable, and cost-effective structural health monitoring system.
650		0	_aStructural Health Monitoring _zThailand _zChiang Rai
650		0	_aHospital building _xEarthquake resistant design _zThailand _zChiang Rai
700	0		_aPennung Warnitchai, _eChairperson
700	0		_aThanakorn Pheeraphan, _eExamination Committee
700	1		_aKrishna, Chaitanya, _eExamination Committee
710	2		_aComputer and Structures Inc. (CSI), USA, _eScholarship Donor
710	2		_aAIT Scholarship, _eScholarship Donor
810	2		_aAsian Institute of Technology. _tThesis ; _vno. ST-24-04
856	4	0	_3Full-Text _uhttp://203.159.5.9/ait-thesis/Viewer/viewer.php?id=B23520
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909			_aBarcode : - _bCREATED : 2026-01-30 _cRECORD # : i13570250 _dLPATRON : 0 _eLCHKIN : - _f# RENEWALS : 0 _g# OVERDUE : 0 _hIUSE3 : 0 _iTOT CHKOUT : 0 _jTOT RENEW : 0
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