摘要
该研究是内地首次对国外为香港设计的桥梁进行的独立审查，悬索大桥就塔基础在上部塔腿最不利载荷组合下，进行了３Ｄ 有限元分析。
A part of independent appraisal for the first time by the inland of Tsing Lung bridge in Hong Kong designed by a foreign compang was presented. The stress and deformation of tower foundation of this bridge based on the most unfavorable combination load of superstructure was analyzed by 3D finite element method.The result showed that the present design of tower foundation was very safe.
出处
《西安科技大学学报》
CAS
1999年第S1期12-14,共3页
Journal of Xi’an University of Science and Technology
关键词
桥梁基础
3D有限元
应力变形
bridge foundation
3DFEM
stress and deformation
