声明
1 Introduction
1.1 Self-anchored suspension bridge.
1.2 Research Background
1.3 Optimization of bridge structures.
1.4 Research objective and Significance.
1.5 Thesis Outline.
2.1 Introduction.
2.2 Reference model.
2.3 Different component self-anchored suspension bridge.
2.4 Result and discussion.
2.5 Conclusion.
3 Optimization of the reinforced concrete girder based on the limit state method.
3.1 Introduction of reinforced concrete T-beam.
3.2 Limit state method.
3.3 Optimization formulation based Chinese specification.
3.4 Optimization technique.
4 Automatic Mathematical Optimization system (AMOS).
4.1 Overview
4.2 Design of T-beam
4.3 Numerical Example
4.4 Cost comparison.
4.5 Conclusion.
5 Conclusion.
5.1 Conclusion
参考文献
Research Projects and Publications in Master Study
致谢
大连理工大学;
