期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
Nonlinear Pushover Analysis of the Influences on RC Footing for the External Elevator Well
1
作者 Mo Shi Xiaoyan Xu Yeol Choi 《Open Journal of Applied Sciences》 2024年第7期1823-1842,共20页
In contemporary society, reducing carbon dioxide emissions and achieving sustainable development are paramount goals. One effective approach is to preserve existing RC (Reinforced Concrete) buildings rather than demol... In contemporary society, reducing carbon dioxide emissions and achieving sustainable development are paramount goals. One effective approach is to preserve existing RC (Reinforced Concrete) buildings rather than demolishing them for new construction. However, a significant challenge arises from the lack of elevator designs in many of these existing RC buildings. Adding an external elevator becomes crucial to solving accessibility issues, enhancing property value, and satisfying modern residential buildings using convenient requirements. However, the structural performance of external elevator wells remains understudied. This research is designed by the actual external elevator project into existing RC buildings in Jinzhong Rd, Shanghai City. Specifically, this research examines five different external elevator wells under nonlinear pushover analysis, each varying in the height of the RC (Reinforced Concrete) footing. By analyzing plastic hinge states, performance points, capacity curves, spectrum curves, layer displacement, and drift ratio, this research aims to provide a comprehensive understanding of how these structures of the external elevator well respond to seismic events. The findings are expected to serve as a valuable reference for future external elevator projects, ensuring the external elevator designs meet the seismic requirements. By emphasizing seismic resistance in the design phase, the research aims to enhance the overall safety and longevity of external elevator systems integrated into existing RC buildings. 展开更多
关键词 Nonlinear Pushover Analysis External Elevator Existing rc Buildings rc footing Sustainable Development
下载PDF
外包约束RC钢管混凝土墩脚震损修复后性能试验研究
2
作者 王宣鼎 顾超 +1 位作者 廖岳 乔云强 《土木工程学报》 EI CSCD 北大核心 2024年第2期1-10,24,共11页
针对外包约束RC钢管混凝土桥墩在墩脚外包区以上形成塑性铰的破坏模式,提出了一种植筋并加高外包层的加固方法。开展了4个加固修复后试件的拟静力性能研究,参考试件受损前的滞回性能表现,从破坏模式、滞回特征、水平承载力、耗能能力、... 针对外包约束RC钢管混凝土桥墩在墩脚外包区以上形成塑性铰的破坏模式,提出了一种植筋并加高外包层的加固方法。开展了4个加固修复后试件的拟静力性能研究,参考试件受损前的滞回性能表现,从破坏模式、滞回特征、水平承载力、耗能能力、刚度退化以及残余位移等方面,评估修复后墩脚的抗震性能。研究表明:所提出的加固方法有效加强了受损外包约束RC钢管混凝土墩脚试件,减轻或避免墩柱钢管的局部屈曲,使得构件损伤从CFST墩柱塑性铰向墩脚外包区底部塑性铰发展;修复后试件在峰值水平承载力、极限变形能力、耗能效率与耗能能力等方面优于原试件;但由于墩脚处初始损伤的存在,修复试件的抗侧刚度显著低于原试件,且存在受损锚固钢筋在低周往复加载下疲劳断裂隐患。 展开更多
关键词 钢管混凝土桥墩 外包约束rc墩脚 抗震加固 拟静力试验 抗震性能
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部