摘要
详细介绍了32 m先简支后连续箱梁模型的试验情况。通过逐级加载试验,得到了模型梁在弹性阶段的竖向位移、纵向应力、支座反力的规律,并对试验结果进行分析。
This is about details of contious 32m prefabricated box girder model tests. The loads add on girder were increased step-by-step, and record the girder vertical displacement longitudinal stress, bearing load. Conclusion is get by analyses the test data.
出处
《中南公路工程》
2006年第3期53-55,66,共4页
Central South Highway Engineering
关键词
先简支后连续
箱梁
模型
prefabricated box girder
continuous girder
model
