摘要
以澜沧江上游库区公路上一桥梁为例,因弃方违规堆载,导致桥梁产生病害,桥面产生较大位移。通过分析水平外力作用下的压弯构件,通过考虑几何非线性(P-△)与不考虑几何非线形对桥墩结构的影响,并对实桥检测结果和理论计算的结果进行了对比,验证了选取计算方法的合理性,以供其他的同类工程参考。
Taking a bridge on the highway in the reservoir area as an example,the damage of the bridge and the large displacement of the bridge deck are caused by the illegal stacking of abandoned earthwork.In this paper,the bending members are analyzed under the action of horizontal external force,considering the influence of geometrical nonlinearity on the pier.By the comparison between the test results of the bridge and the the theoretical results,the applicable calculation method is found,which can be used for other similar projects.
作者
王天明
WANG Tianming(Kunming Survey&Design Institute of State Forestry&Grassland Administration,Kunming 650216)
出处
《林业建设》
2020年第2期65-69,共5页
Forestry Construction
关键词
弃方
几何非线性(P-△)
桥墩偏位
受力影响
Abandoned earthwork
geometrical nonlinearity on bridge piers
pier deflection
influence of horizontal force