CAJ | 학술논문

以某220 kV输电钢塔为实际工程背景,开展了结构支座沉降的监测与模拟.基于空间杆系的力学模型,对该塔建立了输电塔-导线有限元模型,结合对杆塔支座沉降监测结果,进行了结构受力分析模拟.研究表明,由于支座不均匀沉降的作用,将导致结构中部分杆件产生较大的应力,这对结构的安全造成了较大的隐患.
이모220 kV수전강탑위실제공정배경,개전료결구지좌침강적감측여모의.기우공간간계적역학모형,대해탑건립료수전탑-도선유한원모형,결합대간탑지좌침강감측결과,진행료결구수력분석모의.연구표명,유우지좌불균균침강적작용,장도치결구중부분간건산생교대적응력,저대결구적안전조성료교대적은환.
The monitoring and simulation on support settlement are actively carried out in this study by taking a real 220 kV transmission steel tower as a background. The finite element model of the transmission tower-line system are constructed based on the mechanical model of the spatial trusss system. The structural internal forces are analyzed through combining the monitoring results of tower support. The made observations indicate that some members deserve large stressess due to the effects of the uneven settlement of the support, which may induce large potential danger to the structure.