Download Coast Guard polar icebreaker modernization : background, by Ronald O'Rourke; Library of Congress. Congressional Research PDF

By Ronald O'Rourke; Library of Congress. Congressional Research Service

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1981) Plastic design of low-rise frames, Censtrado Monographs, Granada. Ivanyi, M. (1979) Yield mechanism curves for local buckling of axially compressed members, Periodica Polytechnica Civil Engineering 23:3-4, pp. 20316. Ivanyi, M. (1979) Moment-rotation characteristics of locally buckling beams, Periodica Polytechnica Civil Engineering 23:3-4, pp. 217-230. Ivanyi, M. (1980) Effect of plate buckling on the plastic load carrying capacity of frames, in Proceedings of IABSE 11 th Congress, Vienna.

PREDICTION OF ULTIMATE LOAD OF STEEL FRAMES WITH SEMIRIGID CONNECTIONS M. IVANYI Budapest University of Technology and Economics, Department of Bridges and Structures H-lll1, Budapest, Muegyetem rkp. 5-7, Hungary 1. 1. LOAD-DEFORMATION RESPONSE OF FRAMES The beams, columns, and beam-columns do not occur in isolation, but many of them joined together make up a structural frame. This frame is the skeleton which supports the loads which the structure is called upon to support. The purpose of frame analysis is to determine the limits of structural usefulness of a given frame and to compare the predicted performance with the required one.

The comparison shows that the Approximate Engineering Method gives a satisfactory results for the maximum loads and the descending state 45 path of whole structure as well; and at the same time the analysis can be done at the "desk of the designer". F[kN] 300 ..... A. 200 -- 100 3 4 5 6 7 8 9 2 Figure 16. Load-displacement curve of experiment OTKA-I. 10 e [cm] 6. References 1. 2. 3. 4. 5. 6. 7. Baksai, R. (1983) Plastic analysis by theoretical methods of the state change of steel frameworks, Diploma work, Technical University of Budapest, (In Hungarian).

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