Simplified Analytical Model and Shaking Table Test Validation for Seismic Analysis of Piled Raft Foundation

Mustafa Yasen Nama, L. Salem, A. Mosa
{"title":"Simplified Analytical Model and Shaking Table Test Validation for Seismic Analysis of Piled Raft Foundation","authors":"Mustafa Yasen Nama, L. Salem, A. Mosa","doi":"10.58970/ijsb.2098","DOIUrl":null,"url":null,"abstract":"This study adopted development of a shaking table to simulate real earthquake loadings in the laboratory. It is a platform excited with a type of mechanical loading to provide periodic or random motions. Currently, it is the only experimental method to simulate different types of motion such as earthquakes, ground motions, and sine sweeps directly. In order to perform dynamic testing to simulate seismic loading, a large, effective, and practical shaking table was designed and manufactured in this study. The developed shaking table is capable to move in horizontal and vertical direction forward and backward and combination of those. Several researches utilized shaking tables in geotechnical engineering under seismic loads to evaluate miscellaneous parameters. Although these researches that developed excellent shaking tables, there is a high demand to design and manufacturing a shaking table capable to simulate the seismic load and its effects on the buildings. To attain this objective, this study aims to develop a novel shaking table that can simulate the manner of the real earthquake. The shaking table proposed in this study capable to mimic an earthquake that starts from a high energy then the energy decreases gradually until reach the zero. In addition, the proposed shaking table can implement simulated earthquake for time similar to that occurs in the nature. Therefore, this study can fill the research gap in this domain. The proposed shaking table work was verified and validated by testing based on repeated operating.","PeriodicalId":297563,"journal":{"name":"International Journal of Science and Business","volume":"17 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Science and Business","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.58970/ijsb.2098","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

This study adopted development of a shaking table to simulate real earthquake loadings in the laboratory. It is a platform excited with a type of mechanical loading to provide periodic or random motions. Currently, it is the only experimental method to simulate different types of motion such as earthquakes, ground motions, and sine sweeps directly. In order to perform dynamic testing to simulate seismic loading, a large, effective, and practical shaking table was designed and manufactured in this study. The developed shaking table is capable to move in horizontal and vertical direction forward and backward and combination of those. Several researches utilized shaking tables in geotechnical engineering under seismic loads to evaluate miscellaneous parameters. Although these researches that developed excellent shaking tables, there is a high demand to design and manufacturing a shaking table capable to simulate the seismic load and its effects on the buildings. To attain this objective, this study aims to develop a novel shaking table that can simulate the manner of the real earthquake. The shaking table proposed in this study capable to mimic an earthquake that starts from a high energy then the energy decreases gradually until reach the zero. In addition, the proposed shaking table can implement simulated earthquake for time similar to that occurs in the nature. Therefore, this study can fill the research gap in this domain. The proposed shaking table work was verified and validated by testing based on repeated operating.
桩筏基础抗震分析的简化分析模型及振动台试验验证
本研究采用研制的振动台来模拟实验室实际地震荷载。它是一种受机械载荷激励的平台,以提供周期性或随机运动。目前,它是唯一能直接模拟地震、地面运动、正弦扫描等不同类型运动的实验方法。为了进行模拟地震荷载的动力试验,设计制作了一个大型、有效、实用的振动台。所研制的振动台能够在水平方向和垂直方向上向前、向后或两者组合运动。一些研究利用地震荷载作用下岩土工程中的振动台来评估各种参数。虽然这些研究已经开发出了很好的振动台,但是设计和制造能够模拟地震荷载及其对建筑物影响的振动台的要求很高。为了实现这一目标,本研究旨在开发一种能够模拟真实地震方式的新型振动台。本研究提出的振动台能够模拟一场从高能量开始,然后能量逐渐降低直至达到零的地震。此外,所提出的振动台可以实现类似于自然界发生的时间的模拟地震。因此,本研究可以填补这一领域的研究空白。通过反复试验,验证了所提出的振动台工作原理。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信