CAJ | 학술논문

本文设计一种新型的拉索式阻尼减震机构，对新型机构的位移放大系数进行计算和分析，并对一个安装有新型机构的三层框架结构的地震响应进行仿真分析。分析结果表明，所设计的新型减震机构具有位移放大系数大、构造简单、连接构件用钢量少等优点，优于目前常见的对角斜撑型和水平支撑型的阻尼器布置方式。
본문설계일충신형적랍색식조니감진궤구，대신형궤구적위이방대계수진행계산화분석，병대일개안장유신형궤구적삼층광가결구적지진향응진행방진분석。분석결과표명，소설계적신형감진궤구구유위이방대계수대、구조간단、련접구건용강량소등우점，우우목전상견적대각사탱형화수평지탱형적조니기포치방식。
This paper presents a novel damping mechanism for seismic reduct, Chinaion, the magnification factor of the novel mechanism is calculated and analyzed, seismic response analysis is conducted for a 3 - story structure e-quipped with the novel mechanism. Results shown the proposed novel mechanism have considerable magnification factor and concise in structure, the new mechanism is better than the traditional diagonal brace and chevron brace damper configurations.