摘要
针对斜梁式浅埋箱形钢筋混凝土卸煤沟结构的诸多问题,阐述了解决设计理论与方法、力学特性、施工要点等问题的重要性,通过SAP2000对卸煤沟结构的四种工况进行了比较,结果表明了该结构的受力特点、变形及破坏特征。
Accoording to the problems of skew beam shallow-buried box-shape reinforced coal unloading trench, it illustrates the importance of design theory and method, mechanic property, and key construction points. Furthermore, it compares the four working conditions of coal unloading trench structure with SAP2000, the result of which shows the force features, deformation and damaging features of this structure.
出处
《山西建筑》
2008年第27期95-96,共2页
Shanxi Architecture
关键词
斜梁
侧壁
卸煤沟
有限元模型
skew beam, sidewall, coal unloading trench, finite element model
