CAJ | 학술논문

破坏性地震不但带来巨大的经济损失，同时对生命造成了极大的威胁。剪力墙结构作为双重的抗侧力结构体系应运而生。计算机仿真技术飞速发展，广泛应用于土木工程领域。本文采用大型有限元分析通用软件ANSYS，对双肢剪力墙结构顶点施加逐级增加的单调水平荷载，来模拟地震水平作用，观察结构裂缝出现、充分开展直至结构最终破坏的全过程，从而对结构的承载力和变形性能进行分析，得到结构的破坏机理。从而提高工程人员对结构剪力墙结构进一步认识，同时也为工程设计提供参考。
파배성지진불단대래거대적경제손실，동시대생명조성료겁대적위협。전력장결구작위쌍중적항측력결구체계응운이생。계산궤방진기술비속발전，엄범응용우토목공정영역。본문채용대형유한원분석통용연건ANSYS，대쌍지전력장결구정점시가축급증가적단조수평하재，래모의지진수평작용，관찰결구렬봉출현、충분개전직지결구최종파배적전과정，종이대결구적승재력화변형성능진행분석，득도결구적파배궤리。종이제고공정인원대결구전력장결구진일보인식，동시야위공정설계제공삼고。
The devastating earthquake not only caused huge economic losses, and caused a great threat to life. Shear wall structure as the lateral force resisting system emerges as the requirement. The computer simulation technology has been widely used in the field of civil engineering. Based on large-scale finite element analysis software ANSYS, we applied monotonic horizontal load to the coupled shear wall structure to simulate the horizontal seismic. By observing the process from cracks to the final destruction of the structure, we carried on the analysis to the structure bearing capacity and deformation performance, and concluded the destructive mechanism of the structure.