...
首页> 外文期刊>Seismological research letters >Highlights of a Cursory Study of Behavior of Three Instrumented Buildings during the M-w 7.1 Anchorage, Alaska, Earthquake of 30 November 2018
【24h】

Highlights of a Cursory Study of Behavior of Three Instrumented Buildings during the M-w 7.1 Anchorage, Alaska, Earthquake of 30 November 2018

机译:在2018年11月30日的三个仪器锚地,阿拉斯加地震中,三个仪表建筑物行为的练习研究亮点

获取原文
获取原文并翻译 | 示例
           

摘要

This is a cursory study of the recorded responses of three buildings instrumented by the U.S. Geological Survey (USGS) in Anchorage, Alaska, during the M-w 7.1 earthquake of 30 November 2018. The earthquake caused the strongest shaking in Anchorage since the well-known 1964 M-w 9.2 Great Alaska earthquake. Since the 1964 event, several structures (buildings and bridges) in Anchorage have been instrumented by the USGS, and their responses have been recorded during multiple events. For each of the three buildings (the 14-story Frontier Building, the 20-story Atwood Building, and the 22-story Hilton Hotel) studied herein, essential dynamic characteristics and significant behavioral aspects such as beating and torsional motions are identified. Recorded peak accelerations and displacements are provided, and average drift ratios are computed using the peak displacements at the roof levels with respect to the ground level. These average drift ratios imply that the motions are at levels expected not to cause damage to the buildings. Visualization videos of both the 14-story Frontier and the 20-story Atwood Buildings have been developed to display overall shaking of the buildings during the earthquake.
机译:这是在2018年11月30日MW 7.1地震期间,在Anchorage(阿拉斯加)在2018年11月30日的地震期间,在美国地质调查(USGS)中的三栋建筑物的记录答案的赌注研究。由于1964年众所周知,地震引起了安克雷奇的最强震动MW 9.2大阿拉斯加地震。自1964年事件以来,锚固中的若干结构(建筑物和桥梁)已经通过USGS进行了炼制,并且在多个事件期间记录了它们的响应。对于三座建筑物(14层前沿建筑物,20层的Atwood建筑物和22层希尔顿酒店)进行了本文研究,确定了基本的动态特征和显着的行为方面,如跳动和扭转运动。提供了记录的峰值加速度和位移,并且使用屋顶水平的峰位相对于地面计算平均漂移比。这些平均漂移比意味着该动作在预期的水平上不会导致建筑物损坏。已经开发出14层前沿和20层的Atwood建筑物的可视化视频,以显示建筑物在地震期间的整体震动。

著录项

相似文献

  • 外文文献
  • 中文文献
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号