摘要
基于近似计算解析公式,建立了自锚式双塔斜拉桥的静力行为力学评价体系,总结了自锚式双塔斜拉桥的力学评价指标和力学参数.针对双塔斜拉桥各种结构体系力学评价指标,分析其各个影响因素的敏感性;针对各种力学参数,研究了其变化时对双塔斜拉桥结构体系力学性能的影响.研究成果为自锚式双塔斜拉桥方案阶段的概念设计提供了参考依据.
Based on the approximate analytic formulas,an evaluation system for the static behavior of self-anchored double-tower cable-stayed bridge was established.Mechanical evaluation indexes and corresponding parameters were summarized.The sensitivity of various factors was analyzed for the structural mechanics indexes.Then,the effects of mechanic properties of structure system were studied in detail for the mechanical parameters.The research achievement can provide a reference for the conceptual design of self-anchored double-tower cable-stayed bridge.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2014年第1期19-24,102,共7页
Journal of Tongji University:Natural Science
基金
国家自然科学基金(51008223)
关键词
双塔斜拉桥
力学参数
评价指标
力学性能
近似计算
double-tower cable-stayed bridge
mechanic parameters
evaluation index
mechanic property
approximate calculation
