基本信息来源于合作网站,原文需代理用户跳转至来源网站获取       
摘要:
Progressive collapse is a relatively rare event, as it requires both an abnormal loading to initiate the local damage and a structure that lacks adequate continuity, ductility and redundancy to resist the spread of damage. However, significant casualties can result when collapse occurs. Heavy impact loads due to tsunami against building can be one of the scenarios of progressive collapse during tsunami disaster. Since progressive collapse includes material and geometry nonlinearity during collapse propagation, in the present research capability of 2 models for the material nonlinearity in simulating actual behavior of structures during collapse is compared with recent experimental results of a Reinforced Concrete (RC) frame. The results demonstrate that a material nonlinearity model, that is based on the idealized component load-deformation behavior, is not a proper representation for the real behavior of structures during progressive collapse and is so conservative.
推荐文章
Geochemical distribution, fractionation, and sources of heavy metals in dammed-river sediments: the
Heavy metals
Fractionation
210Pb dating
Smelting and mining activities
Sediment cores
The Longjiang River
Distribution and ecological risks of heavy metals in Lake Hussain Sagar, India
Trace metals
Lake sediment
Geochemistry
Speciation
Industrial effluents
Idol immersion
内容分析
关键词云
关键词热度
相关文献总数  
(/次)
(/年)
文献信息
篇名 Progressive Collapse of RC Frames Due to Heavy Impact Loads of Tsunami
来源期刊 土木工程期刊(英文) 学科 医学
关键词 COLLAPSE Impact Loads of TSUNAMI Material NONLINEARITY FIBER Elements RC FRAMES
年,卷(期) 2013,(3) 所属期刊栏目
研究方向 页码范围 166-172
页数 7页 分类号 R73
字数 语种
DOI
五维指标
传播情况
(/次)
(/年)
引文网络
引文网络
二级参考文献  (0)
共引文献  (0)
参考文献  (0)
节点文献
引证文献  (0)
同被引文献  (0)
二级引证文献  (0)
2013(0)
  • 参考文献(0)
  • 二级参考文献(0)
  • 引证文献(0)
  • 二级引证文献(0)
研究主题发展历程
节点文献
COLLAPSE
Impact
Loads
of
TSUNAMI
Material
NONLINEARITY
FIBER
Elements
RC
FRAMES
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
土木工程期刊(英文)
季刊
2164-3164
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
289
总下载数(次)
1
总被引数(次)
0
论文1v1指导