[1]郭丽娜,刘金龙,温卫平,等.云南漾濞6.4级地震建筑结构震害特征调查分析[J].世界地震工程,2021,(04):064-72.
　GUO Lina,LIU Jinlong,WEN Weiping,et al.Investigation and analysis on seismic damage characteristics of building structures in Yangbi M6.4 earthquake in Yunnan province[J].,2021,(04):064-72.
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云南漾濞6.4级地震建筑结构震害特征调查分析
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《世界地震工程》[ISSN:/CN:]

卷:
期数:
2021年04期
页码:
064-72
栏目:
出版日期:
2021-11-06

文章信息/Info

Title:
Investigation and analysis on seismic damage characteristics of building structures in Yangbi M6.4 earthquake in Yunnan province
作者:
郭丽娜1; 2; 3;  刘金龙2;  温卫平3;  杜轲3;  丁勇2; 3;  林均歧2;  孙刚2
1. 东北农业大学 水利与土木工程学院, 哈尔滨 150038;
2. 中国地震局工程力学研究所, 中国地震局地震工程与工程振动重点实验室, 哈尔滨 150080;
3. 哈尔滨工业大学 土木工程学院, 哈尔滨 150090
Author(s):
GUO Lina1; 2; 3;  LIU Jinlong2;  WEN Weiping3;  DU Ke3;  DING Yong2; 3;  LIN Junqi2;  SUN Gang2
1. College of Water Conservancy and Civil Engineering, North Agricultural University, Harbin 150038, China;
2. Key Laboratory of Earthquake Engineering Vibration Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China;
3. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
关键词:
漾濞地震; 震害调查; 震损; 振动测试
Keywords:
Yangbi earthquake; earthquake damage investigation; earthquake damage; vibration measurement
分类号:
P315.94
摘要:
本文整理了云南大理州"5.21"6.4级地震震害调研与科考过程的部分成果。穿斗木架构结构和框架结构是云南大理州在低矮建筑和多高层建筑中广泛应用的两种结构形式。该研究基于震害调查结果，描述了地震过程中穿斗木架构结构和框架结构破坏的宏观现象，总结了两种典型结构的破坏形式，对震害成因进行了探讨。在此次震害调查过程中，科考人员还通过智能手机对结构基频进行了快速评估。在震后，研究人员对智能手机智能测振应用软件进行了更新，结合应用需求加入了测振地点和路线的地图信息，为震害调查与记录提供了便利。基于漾濞县震害科考与调研结果，为云南省穿斗木架构建筑及框架建筑的抗震方法与策略提出了建议，为震后建筑结构快速评价提供了新手段。
Abstract:
This paper introduced some results of the earthquake damage investigation and scientific research process of the "5.21" Yangbi M6.4 earthquake in Dali Prefecture, Yunnan Province. Chuandou type timber frame structures and reinforced concrete frame structures are two kinds of building structures widely used in low buildings and multi-storey and high-rise structures in Dali Prefecture, Yunnan Province. Based on the investigation results of earthquake damage, this study describes the macro phenomenon of the failure of Chuandou type timber frame and reinforced concrete frame structure in the process of earthquake, summarizes the failure forms of the above two typical structures, and discusses the causes of earthquake damage. During the earthquake damage investigation, the researchers also evaluated the fundamental frequency of the structure through smart phones. After the earthquake, the researchers updated the smart phone intelligent vibration measurement application software, added the map information of vibration measurement location and route which will support the earthquake damage investigation. Based on the results of M6.4 earthquake damage scientific research and investigation in Yangbi, some suggestions are summarized for the seismic design methods and strategies, and a new tool is developed.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2021-06-22;改回日期:2021-08-13。
基金项目:中国地震局工程力学研究所重点实验室开放基金（2019D22，2019D24）；东北农业大学东农学者计划-青年才俊（54972912）；河北省交通运输厅科技课题（TH2019-02）
作者简介:郭丽娜(1983-),女,博士,讲师,主要从事建筑结构工程抗震研究.E-mail:guolina1900@sina.com
通讯作者:丁勇(1984-),男,博士,副教授/博士生导师,主要从事结构减隔震与健康监测研究.E-mail:dingyong@hit.edu.cn
更新日期/Last Update: 1900-01-01