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008 231297 th eng
035 _a.b10108816
099 9 _aAIT Thesis no. 564
100 1 _aYii, Sui Kui
245 1 0 _aBeam vibration with shear distortion
260 _aBangkok :
_bAsian Institute of Technology,
_c1973
300 _a35 p.
490 1 _aThesis ;
_vno. 564
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
502 _aThesis (M.Eng.) - Asian Institute of Technology,1973
520 _aThe vibration of elastic beams is discussed and consideration is given to the effect of warping deformation due to the presence of shear stress. The elementary and Timoshenko beam theories assume that plane cross sections remain plane after deformation. In this study, the govern ing equation of transverse vibration is derived taking into consideration the out-of-plane deformation of cross sections caused by shear distortion. The governing equation of torsional vibration is similarly derived. Numerical examples are presented for beams with simply supported boundary condition. Narrow rectangular, thin-walled tube and box sections are used to illustrate transverse vibration, wide flange sections are used to illustrate torsional vibration.
650 0 _aVibration
650 0 _aShear (Mechanics)
650 0 _aGirders
_xVibration
700 1 _aLee, Seng-Lip,
_eChairperson
700 1 _aNishino, Fumio,
_eCo-Chairperson
710 2 _aKing's Scholarship of Thailand,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 564
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B24283
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