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035 _a.b10678918
099 9 _aAIT Thesis no. 263
100 0 _aKitti Areeraksakul
245 1 4 _aThe behavior of slender upstand reinforced concrete beams in restrained torsion
260 _aBangkok :
_bAsian Institute of Technology,
_c1969
300 _a97 p.
490 1 _aThesis ;
_vno. 263
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, 1969
520 _aThe strength and behavior of slender upstand RC beams in restrained torsion was determined by using small scale, micro-concrete models. Eighteen models were tested in two main series; one without web reinforcement and one with web reinforcement. The amounts of web reinforcement and the eccentricities of loading were the main variables. The methods of predicting the ultimate loads of beams without web reinforcement and the cracking loads for beams with web reinforcement given by NYLANDER (vv + vt = ft), COLLINS, et al (V/Vo + T/To = 1), and ERSOY&FERGUSON (vv + vt = [2.6 + 2.4T/Vb{u2018}] {u221A}f'c {u2AB3} 5.0 {u221A}fc ') were used for comparison. For predicting the ultimate loads of beams with web reinforcement, the interaction curve (T/Tu + V/Vu = 1) given by Australian Code was used.
650 1 0 _aConcrete beams
_xTesting
650 1 0 _aReinforced concrete
700 1 _aMcGuire, William,
_eChairperson
700 1 _aSmith, Robert B.L.,
_eExamination Committee
700 1 _aLee, Seng-Lip,
_eExamination Committee
700 1 _aKarasudhi, Pisidhi,
_eExamination Committee
710 2 _a Asian Institute of Technology,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 263
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B24676
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