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《Journal of Chongqing Jiaotong Institute》 2001-03
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Comparison of algorithm for calculating non-stress length of cable in long-span cable-stayed bridges

HAO Chao 1,\ PEI Min shan 2,\ QIANG Shi zhong 1 (1 Institute of Civil Engineering, Southwest Jiaotong Universtity,Chengdu 610031, China; 2 Highway Planning and Design Institute,the Ministry of Transportation,Beijing 100010,China)  
The formulas for calculating the non stress length of cable using catenary theory and parabola theory are derived. Taking Nancha cable stayed bridge of Nanjing Second Yangtz River Bridge as a numerical example,the difference of the non stress length of cable using the catenary and parabola theory is analyzed.It is concluded that using parabola theory to calculate the non stress length of cable can meet the requirement of precision.
【CateGory Index】: U443.38
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