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尼泊尔地震中樟木镇自建框架地震灾变机理研究

程麦理 马静 杨红霞 李盛斌 王磊

地震工程学报2018,Vol.40Issue(1):116-123,8.
地震工程学报2018,Vol.40Issue(1):116-123,8.DOI:10.3969/j.issn.1000-0844.2018.01.116

尼泊尔地震中樟木镇自建框架地震灾变机理研究

Seismic Disaster Mechanism of Owner-built Frame Structures in Zhangmu Town During Nepal Earthquakes

程麦理 1马静 2杨红霞 1李盛斌 1王磊1

作者信息

  • 1. 延安大学 建筑工程学院,陕西 延安716000
  • 2. 延安大学 公共管理学院,陕西 延安716000
  • 折叠

摘要

Abstract

In 2015,Nepal suffered four M>7 earthquakes that had a considerable impact on parts of Tibet,China.Since the town of Zhangmu is an important trading port for China and Nepal,a large number of Nepal-type self-built RC frame structures are built in this region.By investiga-ting earthquake damaged frame structures,in combination with their special construction meth-ods and structural characteristics,the earthquake resistant capacity of these structures was ana-lyzed.Moreover,the seismic damage law and disaster mechanism of the frame structures under the effect of earthquakes was investigated.The results showed that,in addition to being economi-cal,the owner-built frame structures have a high utilization ratio of component carrying capacity. However,their safety reserve is low.The seismic failure mode of this type of structure is mainly due to the failure of frame columns and the cracking of filling walls.The destruction of the roof is mainly caused by secondary geological disasters,such as the falling of mountain rocks,which is caused by earthquakes.Therefore,the location of a house should take full account of the influence of geological disasters to the construction site.The number of floors is immensely influential with regard to earthquake damages suffered by this type of structure;thus,a suitable number of floors is 1~7.The seismic performance of such structures is superior;therefore,it is suitable for widespread application,including application to low intensity areas in China.The results of this study can be used as a guide for earthquake resistant planning and construction of owner-built houses in Chinese villages and towns.

关键词

自建RC框架/结构特点/混合承重体系/震害调查/震灾机理

Key words

owner-built RC frame/structural characteristic/mixed load-bearing system/investi-gation of seismic disaster/earthquake disaster mechanism

分类

建筑与水利

引用本文复制引用

程麦理,马静,杨红霞,李盛斌,王磊..尼泊尔地震中樟木镇自建框架地震灾变机理研究[J].地震工程学报,2018,40(1):116-123,8.

基金项目

国家青年自然科学基金项目(51408453) (51408453)

陕西省教育厅专项科研项目(17JK0859) (17JK0859)

延安大学博士科研启动项目(YD-BK2016-08) (YD-BK2016-08)

延安大学校级科研计划项目(YDY2017-11) (YDY2017-11)

陕西省高水平大学建设专项资金资助项目(2015SXTS03) (2015SXTS03)

地震工程学报

OA北大核心CSCDCSTPCD

1000-0844

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