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008 090421s1977 th uu|m rtt 0| a1eng d
035 _a.b1011385x
099 9 _aAIT Thesis no.1038
100 1 _aLiaw, Torng-Bor
245 1 0 _aBilinear analysis of reinforced concrete structures
260 _aBangkok :
_bAsian Institute of Technology,
_c1977
300 _a31 p.
490 1 _aThesis ;
_vno. 1038
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, 1977
520 _aThis investigation deals with the bilinear analysis of reinforced concrete structures. The true moment-curvature curve of a reinforced concrete section is derived forming the basis for the idealized bilinear moment-curvature curves which are then used in calculating the inelastic rotations at critical sections. A practical analysis which considers both elastic and inelastic flexural deformations is presented for continuous beams and frames. The theoretical results obtained are compared with previously published experimental values and the comparison was found to be very satisfactory.
650 0 _aReinforced concrete
700 1 _aPama, Ricardo P.,
_eChairperson
710 2 _aThe Taiwan Power Company,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 1038
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B22821
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