基于应变能的三塔悬索桥静风失稳形态分析
悬索桥、静风失稳形态、应变能、临界风速、弯扭耦合、有限元法
43
U448.25(桥涵工程)
国家自然科学基金项目51208104;江苏省自然科学基金项目BK2012344、BK2011141;教育部高等学校博士学科点专项科研基金项目20120092120018;江苏省高校优势学科建设工程资助项目;Project of National Natural Science Foundation of China51208104;Project of Natural Science Foundation of Jiangsu ProvinceBK2012344,BK2011141;Project of Research Fund for Doctoral Program of Higher Education Institutions of Ministry of Education20120092120018;Project Funded by Priority Academic Program Development of Jiangsu Higher Education Institutions
2013-12-05(万方平台首次上网日期,不代表论文的发表时间)
共6页
62-67