Destructive capacity report of July 12, M5.1 Tangshan Guye District, Hebei earthquake
-
-
图 1 强震记录和反应谱
Figure 1. Waveform and response spectra of typical recorded ground motions
图 2 不同台站地震记录破坏力分布图（建筑抗震承载力取均值）
Figure 2. Damage ratio distribution of the buildings near to different stations （Median value of seismic resistance）
图 3 不同台站地震记录人员加速度感受分布图（建筑抗震承载力取均值）
Figure 3. Human feeling distribution near to different stations （Median value of seismic resistance）
图 4 不同台站附近地震滑坡分布
（a） 滑坡体饱和比例为0%； （b） 滑坡体饱和比例为50%； （c） 滑坡体饱和比例为90%
Figure 4. Distribution of earthquake-induced landslide near to different stations
（a） The proportion of the landslide slab thickness that is saturated equals 0%； （b） The proportion of the landslide slab thickness that is saturated equals 50%； （c） The proportion of the landslide slab thickness that is saturated equals 90%
图 5 典型3层钢筋混凝土框架结构
（a）立面布置示意图（单位: mm）； （b）层间位移角
Figure 5. Typical 3-story RC frames
（a）Elevation view（unit: mm）； （b） Envelope of the inter-story drift ratios
-
[1] Lu X Z,Cheng Q L,Xu Z,et al. Real-time city-scale time-history analysis and its application in resilience-oriented earthquake emergency responses[J]. Appli. Sci.,2019,9(17):3497 doi: 10.3390/app9173497 [2] Lu X Z, Guan H. Earthquake disaster simulation of civil infrastructures: From tall buildings to urban areas[M]. Singapore: Springer, 2017 [3] 纪晓东,马琦峰,赵作周,等. 北京市既有农村住宅砖木结构加固前后振动台试验研究[J]. 建筑结构学报,2012,33(11):53-61 [4] 朱伯龙,蒋志贤,吴明舜. 上海五层砌块试验楼抗震能力分析[J]. 同济大学学报,1981(4):7-14 -
下载:
点击查看大图
计量
- 文章访问数: 211
- HTML全文浏览量: 86
- PDF下载量: 21
