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035 _a.b10102644
099 9 _aAIT Thesis no. ST-81-11
100 1 _aPajaron, Crispin C.,
_cJr.
245 1 0 _aAutomated analysis and design of prestressed concrete structures
260 _aBangkok :
_bAsian Institute of Technology,
_c1981
300 _avii, 90 p.
490 1 _aThesis ;
_vno. ST-81-11
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering. School of Engineering and Technology
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1981
520 _aAutomated analysis and design of prestressed concrete frame structures, using the Finite Element Method, are presented. Frame members are idealized with three-node degenerate deep beam elements, each node having three degrees of freedom. In the element formulation, effects of concrete shear deformation, restressing steel stiffness, and cable slope are taken into account for a more rigorous analysis. The same shape function is employed to interpolate cable eccentricities within the element, thus, a parabolic curve can be exactly represented. Accuracy of the element in predicting the behavior and performance of frame structures due to prestress and applied loads are demonstrated in a series of test examples. In this regard, the element is proven to be efficient because a minimum number of elements may be used in the idealization of continuous beam members. Moreover, with the three nodal eccentricities input, the elastic response of the structure due to prestress can be obtained accurately compared with the traditional method of analysis. The design algorithm using the fully stressed concept and a concordant cable profile is implemented. This limiting case somehow provides an efficient process which can be utilized in preliminary or final design.
650 0 _aStructural frames
_xModels
650 0 _aPrestressed concrete construction
700 0 _aWorsak Kanok-Nukulchai,
_eChairperson
700 1 _aOgawa, Junji,
_eExamination Committee
700 0 _aPing Kunawatsatit,
_eExamination Committee
710 2 _aFederal Government of Germany,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. ST-81-11
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B21756
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