Course Content
WeekTopicsStudy Materials _ocw_rs_drs_yontem
1 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
2 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
3 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
4 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
5 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
6 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
7 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
8 Mid-Term Exam Related Subjects
9 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
10 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
11 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
12 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
13 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
14 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
15 Analysis of statically indeterminate structures by force method under dead and live loads, temperature changes and support settlements. Determination of displacements by virtual work theory. Reduction theorem. Systems with elastic supports and connections. Analysis for moving loads, influence lines. Analysis of structures for unfavorable loading conditions. Analysis of systems by displacement methods: slope-deflection and moment distribution method for the systems without joint translations. Slope-deflection method for the frames with joint translations. Stiffness Matrix Method Related Subjects
16-17 Term Exams Related Subjects

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