Experimental Study on Reasonable Horizontal Load Value on the Top of Railings of Glass Bridges or Gallery Roads in Scenic Area
With the increase of glass bridges or glass walkways in the scenic area, the safety protection provided by railings cannot be neglected. However, there is a difference between the demands for a horizontal load on the top of railings in the present design specifications. Especially, it does not give...
Saved in:
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
|
| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/6678261 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832546093204766720 |
|---|---|
| author | Qingwen Sun Qiushi Yan Liqu Liu Haowei Wang |
| author_facet | Qingwen Sun Qiushi Yan Liqu Liu Haowei Wang |
| author_sort | Qingwen Sun |
| collection | DOAJ |
| description | With the increase of glass bridges or glass walkways in the scenic area, the safety protection provided by railings cannot be neglected. However, there is a difference between the demands for a horizontal load on the top of railings in the present design specifications. Especially, it does not give specific advice on the horizontal load on the top of railings of glass bridges or glass roads in the scenic area. In this study, experimental research is conducted on railing columns based on the investigation of common railings of glass bridges or glass roads in the scenic area. The type of railing columns includes finished products and field production. The number of railing columns is 12. The displacement and strain results of the railing columns under different loads are obtained. The rigidity and strength are analyzed by numerical simulation combined with test results. A reasonable horizontal load on the top of the railings of a glass bridge or glass road is advised. These results provide a reference for the design, inspection, and evaluation of railings of glass bridges or gallery roads in the scenic area. |
| format | Article |
| id | doaj-art-dbee09a6f5024613951e9f4ed8479e15 |
| institution | Kabale University |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-dbee09a6f5024613951e9f4ed8479e152025-02-03T07:23:58ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/66782616678261Experimental Study on Reasonable Horizontal Load Value on the Top of Railings of Glass Bridges or Gallery Roads in Scenic AreaQingwen Sun0Qiushi Yan1Liqu Liu2Haowei Wang3China Academy of Building Research, State Key Laboratory of Building Safety and Environment, Beijing 100013, ChinaKey Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100024, ChinaNational Center for Quality Supervision and Test of Building Engineering, Beijing 100013, ChinaNational Center for Quality Supervision and Test of Building Engineering, Beijing 100013, ChinaWith the increase of glass bridges or glass walkways in the scenic area, the safety protection provided by railings cannot be neglected. However, there is a difference between the demands for a horizontal load on the top of railings in the present design specifications. Especially, it does not give specific advice on the horizontal load on the top of railings of glass bridges or glass roads in the scenic area. In this study, experimental research is conducted on railing columns based on the investigation of common railings of glass bridges or glass roads in the scenic area. The type of railing columns includes finished products and field production. The number of railing columns is 12. The displacement and strain results of the railing columns under different loads are obtained. The rigidity and strength are analyzed by numerical simulation combined with test results. A reasonable horizontal load on the top of the railings of a glass bridge or glass road is advised. These results provide a reference for the design, inspection, and evaluation of railings of glass bridges or gallery roads in the scenic area.http://dx.doi.org/10.1155/2021/6678261 |
| spellingShingle | Qingwen Sun Qiushi Yan Liqu Liu Haowei Wang Experimental Study on Reasonable Horizontal Load Value on the Top of Railings of Glass Bridges or Gallery Roads in Scenic Area Advances in Materials Science and Engineering |
| title | Experimental Study on Reasonable Horizontal Load Value on the Top of Railings of Glass Bridges or Gallery Roads in Scenic Area |
| title_full | Experimental Study on Reasonable Horizontal Load Value on the Top of Railings of Glass Bridges or Gallery Roads in Scenic Area |
| title_fullStr | Experimental Study on Reasonable Horizontal Load Value on the Top of Railings of Glass Bridges or Gallery Roads in Scenic Area |
| title_full_unstemmed | Experimental Study on Reasonable Horizontal Load Value on the Top of Railings of Glass Bridges or Gallery Roads in Scenic Area |
| title_short | Experimental Study on Reasonable Horizontal Load Value on the Top of Railings of Glass Bridges or Gallery Roads in Scenic Area |
| title_sort | experimental study on reasonable horizontal load value on the top of railings of glass bridges or gallery roads in scenic area |
| url | http://dx.doi.org/10.1155/2021/6678261 |
| work_keys_str_mv | AT qingwensun experimentalstudyonreasonablehorizontalloadvalueonthetopofrailingsofglassbridgesorgalleryroadsinscenicarea AT qiushiyan experimentalstudyonreasonablehorizontalloadvalueonthetopofrailingsofglassbridgesorgalleryroadsinscenicarea AT liquliu experimentalstudyonreasonablehorizontalloadvalueonthetopofrailingsofglassbridgesorgalleryroadsinscenicarea AT haoweiwang experimentalstudyonreasonablehorizontalloadvalueonthetopofrailingsofglassbridgesorgalleryroadsinscenicarea |