Capacity of lateral stormwater inlets
1977
A numerical procedure for the analysis of plane frames of an elastic, perfectly plastic material is presented. The problem is a quadratic programming problem and an algorithm for the solution is given which permits the analysis of frames in the elastic-plastic range. The analysis can be applied to either steel or reinforced concrete frames within the range of acceptable hinge rotations.
Keywords:
- Correction
- Source
- Cite
- Save
- Machine Reading By IdeaReader
0
References
0
Citations
NaN
KQI