A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2017; you can also visit the original URL.
The file type is
Simplified algorithm (SPA) and simulation algorithm (SUA) is two basic method for preloading water-filled spiral case structure. In this paper, A weak simulation algorithm (WSA) based on the contact slippage is used to simulate this problem for NUOZHADU hydropower project. The methodology proposed is effectively to construct stress field of spiral case surrounding concrete. It overcomes the limitation of simplified algorithm in which the contact relationship of spiral case and concrete wasdoi:10.1016/j.proeng.2012.01.1057 fatcat:hyisi53ycbg3ncyby7ufa6pmuq