CAJ | 학술논문

利用能量法分析新型消能摇摆结构体系在地震动过程中的耗能机制，并对其抗震性能进行系统研究。以某已建成的6层框架结构为研究对象，建立新型消能摇摆结构体系的计算模型，利用Opensees 软件获得新型消能摇摆结构体系在不同地震动激励下的动力响应，分析其各子结构的耗能部位及所占比例。结果表明：新型消能摇摆结构体系的耗能机制更为合理，其抗震性能优于传统结构体系，为工程设计和研究提供一些参考。
이용능량법분석신형소능요파결구체계재지진동과정중적모능궤제，병대기항진성능진행계통연구。이모이건성적6층광가결구위연구대상，건립신형소능요파결구체계적계산모형，이용Opensees 연건획득신형소능요파결구체계재불동지진동격려하적동력향응，분석기각자결구적모능부위급소점비례。결과표명：신형소능요파결구체계적모능궤제경위합리，기항진성능우우전통결구체계，위공정설계화연구제공일사삼고。
The focus of this study was the characteristics leading to failure of frame structures in recent major disasters.This study analyzed a new system for energy dissipation using a stiff frame rocking structure.Energy consumption during seismic oscillations was analyzed using the energy method,and a systematic study of the system’s the anti-seismic properties was conducted.With a six-floor frame structure as the research object,a calculation model for the new energy dissipation rocking structure was developed.The dynamic responses of the new system under different seis-mic oscillations were obtained using the OpenSEES software.Energy consumption and its role in the new were analyzed.Results of the research showed that the mechanism for energy consump-tion in the new rocking structure was more reasonable,and its anti-seismic properties were an im-provement over traditional structural systems.