Analysis on Dynamic Response of the Foundation Pit Supporting Structure under Vehicle Loads
文献类型:会议论文
作者 | Qiu, Hong Zhi![]() ![]() |
出版日期 | 2013-07 |
会议名称 | 3rd International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2013, |
会议日期 | 2013 |
会议地点 | 山东济南 |
关键词 | vehicle loads deep foundation pit pile-anchor structure dynamic analysis. |
卷号 | 790 |
期号 | 1 |
页码 | 638-642 |
通讯作者 | 孔纪名 |
英文摘要 | Using ABAQUS software analyzed the dynamic response of foundation pit supporting structure under vehicle loads. The vehicle load was simplified as a half-wave sinusoidal load, in order to analyze the influence of internal force and displacement of pile-anchor supporting structure under the vehicle loads, the position of half-wave sinusoidal load and the size of radian frequency were considered. Loading location away from the supporting structure is more nearly and the displacement value of support piles is greater, the greater the axial force of the bolt; with the increasing of radian frequency, the horizontal displacement value of supporting piles increased, on the contrary, the axial force of bolt reduced. A practical engineering was studied here. analysis of the monitoring data and compared with the numerical results, the analysis showed that the experimental results and numerical results are in good agreement, and the numerical method can be used as an effective means of research. The conclusion of the study has significance on engineering practice. |
收录类别 | EI |
会议主办者 | 山东大学 |
会议网址 | http://www.ceabm.org/2013/Index.asp |
会议录 | Advanced Materials Research (Volume 790)
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学科主题 | 岩土力学 ; 工程力学 |
语种 | 英语 |
源URL | [http://ir.imde.ac.cn/handle/131551/6729] ![]() |
专题 | 成都山地灾害与环境研究所_山地灾害与地表过程重点实验室 |
推荐引用方式 GB/T 7714 | Qiu, Hong Zhi,Kong, Ji Ming. Analysis on Dynamic Response of the Foundation Pit Supporting Structure under Vehicle Loads[C]. 见:3rd International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2013,. 山东济南. 2013.http://www.ceabm.org/2013/Index.asp. |
入库方式: OAI收割
来源:成都山地灾害与环境研究所
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