Based on the structural safety inspection of a railway station, first the current status and damage of the housing structure are introduced. It is analysed in this paper the safe capability of the railway station via precise on-site testing work. It is further discussed the influence of different modeling methods on the calculative results of the compressive bearing capacity of buttress column used in this masory structure. There is no software could accurately simulate the compressive bearing capacity of buttress column, for it is difficult to meet the actual needs of the project. This paper could be valuable future reference for the safety inspection and strengthening scheme of similar projects.
Published in | Science Discovery (Volume 8, Issue 5) |
DOI | 10.11648/j.sd.20200805.14 |
Page(s) | 97-100 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2020. Published by Science Publishing Group |
Masory Structure, Structural Safty, Buttress Column
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APA Style
Guo Xiaoyan, Fang Lin, Ma Zefeng. (2020). Analysis and Evaluation of Structural Safety Inspection of a Railway Station. Science Discovery, 8(5), 97-100. https://doi.org/10.11648/j.sd.20200805.14
ACS Style
Guo Xiaoyan; Fang Lin; Ma Zefeng. Analysis and Evaluation of Structural Safety Inspection of a Railway Station. Sci. Discov. 2020, 8(5), 97-100. doi: 10.11648/j.sd.20200805.14
AMA Style
Guo Xiaoyan, Fang Lin, Ma Zefeng. Analysis and Evaluation of Structural Safety Inspection of a Railway Station. Sci Discov. 2020;8(5):97-100. doi: 10.11648/j.sd.20200805.14
@article{10.11648/j.sd.20200805.14, author = {Guo Xiaoyan and Fang Lin and Ma Zefeng}, title = {Analysis and Evaluation of Structural Safety Inspection of a Railway Station}, journal = {Science Discovery}, volume = {8}, number = {5}, pages = {97-100}, doi = {10.11648/j.sd.20200805.14}, url = {https://doi.org/10.11648/j.sd.20200805.14}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20200805.14}, abstract = {Based on the structural safety inspection of a railway station, first the current status and damage of the housing structure are introduced. It is analysed in this paper the safe capability of the railway station via precise on-site testing work. It is further discussed the influence of different modeling methods on the calculative results of the compressive bearing capacity of buttress column used in this masory structure. There is no software could accurately simulate the compressive bearing capacity of buttress column, for it is difficult to meet the actual needs of the project. This paper could be valuable future reference for the safety inspection and strengthening scheme of similar projects.}, year = {2020} }
TY - JOUR T1 - Analysis and Evaluation of Structural Safety Inspection of a Railway Station AU - Guo Xiaoyan AU - Fang Lin AU - Ma Zefeng Y1 - 2020/10/17 PY - 2020 N1 - https://doi.org/10.11648/j.sd.20200805.14 DO - 10.11648/j.sd.20200805.14 T2 - Science Discovery JF - Science Discovery JO - Science Discovery SP - 97 EP - 100 PB - Science Publishing Group SN - 2331-0650 UR - https://doi.org/10.11648/j.sd.20200805.14 AB - Based on the structural safety inspection of a railway station, first the current status and damage of the housing structure are introduced. It is analysed in this paper the safe capability of the railway station via precise on-site testing work. It is further discussed the influence of different modeling methods on the calculative results of the compressive bearing capacity of buttress column used in this masory structure. There is no software could accurately simulate the compressive bearing capacity of buttress column, for it is difficult to meet the actual needs of the project. This paper could be valuable future reference for the safety inspection and strengthening scheme of similar projects. VL - 8 IS - 5 ER -