Seismic Damage Phenomena and Characteristics of Hydraulic Engineering in Beijing-Tianjin-Tangshan Region during Tangshan Earthquake

司明婧; 常素萍; 陈国兴

doi:10.13409/j.cnki.jdpme.2015.06.021

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Seismic Damage Phenomena and Characteristics of Hydraulic Engineering in Beijing-Tianjin-Tangshan Region during Tangshan Earthquake

更新时间：2025-12-11

- Seismic Damage Phenomena and Characteristics of Hydraulic Engineering in Beijing-Tianjin-Tangshan Region during Tangshan Earthquake
- Vol. 35, Issue 6, Pages: 839-847(2015)
- 作者机构：
- 作者简介：
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- DOI：10.13409/j.cnki.jdpme.2015.06.021
  CLC： V312
- Published：2015
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[1]司明婧,常素萍,陈国兴.唐山大地震中京津唐地区水利工程的震害现象与特征[J].防灾减灾工程学报,2015,35(06):839-847.

司明婧, 常素萍, 陈国兴. Seismic Damage Phenomena and Characteristics of Hydraulic Engineering in Beijing-Tianjin-Tangshan Region during Tangshan Earthquake[J]. 2015, 35(6): 839-847.
[1]司明婧,常素萍,陈国兴.唐山大地震中京津唐地区水利工程的震害现象与特征[J].防灾减灾工程学报,2015,35(06):839-847. DOI： 10.13409/j.cnki.jdpme.2015.06.021.

司明婧, 常素萍, 陈国兴. Seismic Damage Phenomena and Characteristics of Hydraulic Engineering in Beijing-Tianjin-Tangshan Region during Tangshan Earthquake[J]. 2015, 35(6): 839-847. DOI： 10.13409/j.cnki.jdpme.2015.06.021.

摘要

1976年7月28日唐山7.8级地震是20世纪中国发生的震级最大、影响十分深远的一次大地震

京津唐地区各类水利工程均受到不同程度的破坏。选取唐山大地震中烈度6度外包线（等震线）以内介于115.5°119.9°E和39.0°40.9°N之间的京津唐地区作为研究区域

通过对该区域内水利工程破坏情况的统计分析

利用图、表等形式直观地反映各类水利工程震害的特点及破坏形式。针对各类水利工程的主要震害现象

简要分析了水利工程震害与地震动强度、场地条件、震前库水深度及工程结构设计、选材等因素影响的相关性。探讨了相应的水利工程抗震措施

为今后水利工程的抗震设计和地震应急救援工作提供了一些针对性的参考依据。

Abstract

On July 28

1976

aMs7.8great earthquake occurred in the southeastern part of Tangshan City

China

and it was a great earthquake with far-reaching effect in the 20 th century.The earthquake caused tremendous damages to all kinds of hydraulic enginering in Beijing-TianjinTangshan Region.Taking the region within isoseisms of Intensity VI located at longitude 115.5°-119.9°E and latitude 39.0°-40.9°N as study area

based on the results of a statistical analysis

typical seismic damage characteristics and failure types of the hydraulic engineering were given by illustration and tables with visual form.Some factors influencing the seismic damage of hydraulic engineering were analyzed

including ground motion intensity

local geology and site effect

water depth at reservoir upstream before earthquake

engineering structure design

material choice and so on.Finally

some useful practical measures for protecting hydraulic engineering were discussed

to serve the post-earthquake emergency danger removal and improve the seismic performance design of future hydraulic engineering in Beijing-Tianjin-Tangshan Region.

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references

水闸震害及抗震动力分析 [J]. 卫明,王锡忠,何刚强,林益才,张敬楼,任旭华. 上海水利 . 1998(04)

唐山大地震时北京市的震害简况 [J]. 王敦吉. 国际地震动态 . 1996(09)

唐山陡河水库土坝震害 [J]. 陈靖甫. 人民长江 . 1991(02)

唐山地震震害的若干地质问题 [J]. 高振寰,胡碧茹,张镝亚. 华北地震科学 . 1983(01)

汶川地震中小型水库震害与数据库[M]. 科学出版社 , 陈国兴, 2014

唐山大地震震害[M]. 地震出版社 , 刘恢先主编, 1986

唐山大地震天津市工程震害[M]. 天津科学技术出版社 , 佟恩宠等执笔, 1984

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