Use of the virtual work method to determine internal loads and deformations for single beam and column elements under gravity and fire loads. Use of the virtual work method to determine internal loads and deformations for frames under gravity and fire loads. CE 550 Structural Design (3+0+0) 3 ECTS 8 (Yap? Tasar?m?) Theory of plasticity and its application to structural design. The behavior of steel structures beyond the elastic limit until collapse. Study of component parts of frames; methods of predicting strength and deformation in the plastic range. Plastic design of multistorey frames. Comparison of conventional design methods with plastic design techniques. CE 551 Nonlinear Problems in Reinforced Concrete (3+0+0) 3 ECTS 8 (Betonarmede Dogrusal Olmayan Problemler) Nonlinear behavior of concrete as a material. Betwoon Keyifli çalışmalar.
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