摘要
克孜尔水库以建在克孜尔活动断层而享誉盛名。在发生了1999年3月15日地震之后,评价其安全性具有重要意义。运用土与结构相互作用分析的拟三维有限元方法,对克孜尔水库大坝进行了地震反应分析,并评价了土坝的抗震性能,特别对坝体的抗震强度给出具体分析,克孜尔水库大坝的地震动力反应模拟进一步说明了FLUSH程序的实用价值。
Kezier Reservoir is famous for it being on the Kezier active fault. It becomes significant to evaluate the safety of the reservoir dam after the earthquake occurred on May,15,1999.By the eudothreedimensional finite element method of the soilstructure interatcion,the seismic response of the Kezier Reservoir Dam is analyzed, and its aseismsic capability,especially the aseismic strength of the dam is evaluated. The simultion results of seismic response for the Kezier Reservoir Dam testify further to the practical value of the FLUSH program.
出处
《世界地震工程》
CSCD
2002年第4期167-172,共6页
World Earthquake Engineering
