摘要
为开展换流站中电力输送系统关键设施主控楼的抗震性能研究,文中采用PKPM软件建立有限元模型,在8度地震作用下进行弹性时程分析。结果表明结构X、Y向层间位移角均超过GB/T 50011—2010《建筑抗震设计标准》规定的1/550限值,其中Y向超限更为明显,反映出该方向侧向刚度不足。通过增大柱截面、增设剪力墙等措施进行优化设计后,层间位移角被有效控制在规范范围1/550以内,整体抗震性能显著提升。研究成果可为换流站主控楼及类似工程的抗震设计与优化提供参考。
To investigate the seismic performance of the main control building of key facilities in a converter station power transmission system,a finite element model was established using PKPM software,and elastic time-history analysis was performed under an 8-degree seismic intensity.The results indicate that the inter-story drift angles in both the X and Y directions exceed the 1/550 limit specified in the Code for Seismic Design of Buildings,with the Y-direction exhibiting more pronounced exceedance,reflecting insufficient lateral stiffness in that direction.After optimization measures such as increasing column cross-sections and adding shear walls,the inter-story drift angles were effectively controlled within the 1/550 limit,and the overall seismic performance was significantly improved.These findings provide valuable reference for the seismic design and optimization of converter station main control buildings and similar structures.
作者
孙雅萌
刘蕊
刘勇
刘晓瑜
SUN Yameng;LIU Rui;LIU Yong;LIU Xiaoyu(Shandong Electric Power Engineering Consulting Co.,Ltd.,Jinan 250000,China)
出处
《低温建筑技术》
2026年第1期121-124,共4页
Low Temperature Architecture Technology
关键词
换流站主控楼
弹性时程分析
抗震设计优化
地震波
框架结构
main control building of converter station
elastic time-history analysis
seismic design optimization
seismic wave
frame structure
