摘要
介绍了在国内首次进行的多梁式斜梁桥的模型试验，主要内容包括主梁纵向弯矩、挠度、支反力及支点位移、横向力矩等，从而论证了以往在斜梁桥领域所做的理论研究，并获得了许多重要结论。
A plexiglass model experiment on skew girder bridge is elucidated in this paper. The experiment mainly contains: longitudinal moment of girders, vertical deflection of girders, reaction and vertical displacement of supports and transverse moment. The test data is compared with the analytical results carried out before. Several conclusions are obtained for the skew girder bridge design.
出处
《西安公路交通大学学报》
CSCD
北大核心
1999年第1期41-47,共7页
Journal of Xi'an Highway University
关键词
斜梁桥
模型试验
弯矩
扭矩
反力
挠度
skew girder bridge, model experiment, moment, reaction, deflection, displacement, load distribution
