摘要
结合某(48+4×80+48)m刚构连续梁桥的工程实例,对长联多跨刚构连续梁桥运用反应谱、时程分析两种分析方法进行了地震响应分析。分析研究了设置液体粘滞阻尼器、设置Lock-up装置两种使用阻尼器的减震方案的减震效果,并对设置阻尼器位置、设置Lock-up装置的位置进行了对比分析。通过分析研究,得出了一些对实际工程抗震设计有借鉴意义的结论。
Taking a （48 ＋ 4 × 80 ＋ 48）m rigid frame-continuous gird bridge as an example, seismic response of a long multi-span rigid frame-continuous girder bridge is analyzed with response spectrum method and time-history analysis method. The affect of the two plans with setting fluid viscous damper and lock-up device to seismic isolation design is analyzed, and the positions of them are compared simultaneously. According to the analysis, some meaningful conclusions to the seismic design of the practical engineering are obtained.
出处
《工程抗震与加固改造》
北大核心
2012年第5期90-96,120,共8页
Earthquake Resistant Engineering and Retrofitting
