Hariandja, Binsar H. creator Morino, Shosuke Chairperson Lee, Seng-Lip Examination Committee Government of the Netherlands Scholarship Donor text th Bangkok Asian Institute of Technology 1975 monographic eng

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24 p. A theoretical study on the method to approximate the incremental collapse load of framed structures in which the P-ti effect may be significant, is presented. First, formulated are the conditions that must be satisfied by the residual bending moment and the residual plastic hinge rotations. generated at the shakedown state of the structure. The P-6 moment is simply included when the equilibrium condition of a member subjected to bending moments, lateral shear forces and axial force is considered. The elastic response to the applied load is then formulated as a function of the residual plastic hinge rotations. A procedure for the computation of the incremental collapse load is presented by following a conventional kinematical method, and uniqueness of the solution is discussed. A numerical example is shown with taking a portal frame subjected to the horizontal and vertical loads, ·which has been analyzed elsewhere, and the validity of the assumptions employed and P-ti effect are discussed . A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand. Thesis (M.Eng.) - Asian Institute of Technology, 1975 Structural frames Structural design Girders Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B24046 http://203.159.5.9/ait-thesis/detail.php?q=B24046 140198 20260818213847.0