摘要
研究了缆索吊装系统的方案设计与受力分析.利用索的变形协调方程推导了索的控制方程,并编制了有关计算机程序.利用该程序对湘西龙山县湾塘大桥进行了受力分析和优化设计,分析结果表明,本设计所用的方法是可行的,可供同类型桥梁参考.
The scheme design and mechanical analysis of cable-shifting system were focused.Using the equilibrium equation,the control equation was presented.Further more,the computer program was compiled.Using this computer program,the mechanical analysis and optimizing design for Wangtang Bridge in Longshan County,Xiangxi were carried out.The result can be referenced by engineers.
出处
《长沙理工大学学报（自然科学版）》
CAS
2005年第2期29-33,共5页
Journal of Changsha University of Science and Technology:Natural Science
