Transfer Mechanism and Experimental Study of Tower of Liede Bridge
The text, drawing Liede Bridge as project background, gives a detailed analysis about the transfer mechanism of the cable tower, with the aid of analytic theory methods, FEM calculations and model tests. While these model tests and calculations show that, on one aspect, the cable tower meets design requirements and falls into a safe state under construction load and bridge load. On another, its theoretical values are in accordance with the test values generally. To illustrate that the cable towers transmission is in line with the plane-stress problem in Elasticity Theory verifies the overall static performance in cable tower along with the theory of design calculation.
Liede Bridge Cable Tower Transfer Mechanism Model Test
Wei Feng Wang Xi Long Chen Sai Ying Shi Heng Bin Zheng
School of Civil Engineering and Transportation, South China University of Technology,Guangzhou.Guang Guangdong Provincial Highway Construction Co. Ltd. Guangzhou ,510600
国际会议
上海
英文
1225-1234
2011-10-21（万方平台首次上网日期，不代表论文的发表时间）