Computational Models and Methods for CWR Turnout on Bridge
摘要
Based on the theory of turnout-bridge interactions and findings of Chinese and foreign research, this chapter introduces the computational models for longitudinal force on CWR turnouts on bridges for either ballasted or ballastless track, employing a "turnout-bridge-pier" integration pattern and considering the characteristics of longitudinal interactions of CWR turnouts on bridges, along with the corresponding intelligent computation software.