摘要
针对转角窗在高层剪力墙结构中的应用,利用ANSYS有限元程序对开设转角窗高层剪力墙结构进行了地震反应时程分析,并且与结构形式相同的不开设转角窗高层剪力墙结构的时程分析结果进行对比,指出开设转角窗高层剪力墙结构与不开设转角窗高层剪力墙结构地震反应特性的不同之处。
For employing, angle windows in the tall - storey shear - wall structures, the time - history analysis of Seismic responses of tall - storey shear - wall structures with angle windows is finished, and by using ANSYS finite element program, compare the time - history analysis resulted from the same structure style of tall- storey Shear - wall structures with angle windows and without angle windows; by use of. Point out the seismic responses properties difference from the tall - storey Shear - wall structures with angle windows and without angle windows.
出处
《低温建筑技术》
2006年第4期79-81,共3页
Low Temperature Architecture Technology
