1. Chifeng Disaster Prevention and Relief Center, Chifeng 024005, China
2. Engineering Seismic Research Center, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150010, China
3. College of Civil Engineering, Tongji University, Shanghai 200092, China
| Abstract: | The carbon emissions of the construction industry are high. In order to achieve China's carbon emission reduction goals, it is necessary to strengthen carbon emission reduction measures. Seismic isolation technology is a powerful tool to reduce carbon emissions, and carbon emission analysis should be added to the architectural design. Chinese seismic isolation building designs focus on safety and economic factors; however, carbon emissions calculations are often overlooked in seismic isolation buildings. This article selects the high-rise shear wall structure in China's intensity zone (9 degrees 0.4g) as the research object and conducts seismic isolation design on it. At the same time, based on the Life Cycle Assessment (LCA) theory, the carbon emissions of seismic isolation structures and non-seismic isolation structures are calculated. The results show that after adopting the seismic isolation scheme, the natural vibration period of the structure is extended by 1.52 times, and the damping coefficient of the seismic isolation structure is 0.44. Under the rare earthquake action, the displacement, compressive stress and tensile stress of the seismic isolation bearing all meet the requirements of the "Code for Seismic Design of Buildings" (GB50011-2016). Based on the LCA theory, the total carbon emissions of the high-rise shear wall structure in the 9-degree area of China can be reduced by about 2.8% in the whole life cycle stage after adopting the seismic isolation scheme; the carbon emissions in the construction materials production and transportation stages are reduced by 10.19%; the carbon emissions of construction and demolition treatment are reduced by 51.76% and 40.72%, respectively. This study provides a valuable reference for calculating the carbon emissions of seismic isolation building designs in China. |
| Keywords: | High Seismic Region; High-rise Shear Wall; Isolation Seismic Design; Life Cycle Assessment; Carbon Emissions |
| DOI: | 10.57237/j.cear.2024.02.003 |
| [1] | 周天军, 陈晓龙, 张文霞等.气候变化与碳中和 [J]. 自然杂志, 2024, 46(01): 1-11. |
| [2] | 程凯. 装配率对建筑碳排放的影响分析研究 [D]. 西安: 西安建筑科技大学, 2023. |
| [3] | 梁嘉琳. 基于“双碳”目标的城市滨河景观优化设计研究[D]. 西安: 西安建筑科技大学, 2023. |
| [4] | 许德峰, 孙飞飞, 戴君武等. 高层剪力墙隔震结构设计与分析 [J]. 建筑结构, 2022, 52(S1): 947-953. |
| [5] | 建筑隔震设计标准: GB/T 51408-2021 [S]. 北京: 中国建筑工业出版社, 2021. |
| [6] | 许德峰, 孙飞飞, 姚秋雨等. 高烈度区高层剪力墙结构隔震设计及碳排放分析 [J]. 建筑结构, 2023, 53(S1): 936-940. |
| [7] | 建筑抗震设计规范: GB50011-2016 [S]. 北京: 中国建筑工业出版社, 2016. |
| [8] | 建筑工程抗震设防分类标准: GB50233-2008 [S]. 北京: 中国建筑工业出版社, 2008. |
| [9] | 孙杰威, 严晓东. 热冬冷地区绿色建筑碳排放计算及碳减排潜力研究——以宁波大学科技服务大楼为例 [J]. 宁波大学学报 (理工版), 2024, 37(02): 57-64. |
| [10] | 孙建伟, 蒋世龙, 马义奎等. 建筑碳排放软件对比分析及计算研究 [J]. 建筑施工, 2024, 46(01): 48-51. |
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