摘要
对一简支梁桥由于梁体 (片 )刚度退化而对结构跨中横向分布状态造成的影响进行了计算分析 ,得出一些初步意见 。
To a simply supported beam bridge, this paper calculates and analyzes the influences on structure transverse distribution in mid-span resulted from stiffness degradation of beam, obtains some initial suggestions and compares them to the actual testing results.
出处
《中南公路工程》
2005年第1期47-49,共3页
Central South Highway Engineering
