(DISC) Demountable, Resilient, and Sustainable Construction Technology for Next- Generation Biologically Inspired Buildings

(DISC) 下一代仿生建筑的可拆卸、弹性和可持续建筑技术

• 批准号: EP/Z000998/1
• 负责人: Mohammad Kashani
• 金额: $ 26.26万
• 依托单位: University of Southampton
• 依托单位国家: 英国
• 项目类别: Fellowship
• 财政年份: 2024
• 资助国家: 英国
• 起止时间: 2024 至 无数据
• 项目状态: 未结题
• 来源: https://gtr.ukri.org/projects?ref=EP%2FZ000998%2F1
• 关键词: DISC; Demountable; Resilient; Sustainable; Construction

Although the most advanced design standards and recent construction methods ensure that buildings save lives during extreme events, recent statistics have shown that the global loss caused by extreme events is steadily growing. This proposal presents a novel, Demountable, Resilient, and Sustainable Construction (DISC) technology for next-generation infrastructure. The DISC, which is inspired by the anatomy of the human spine, is formed of a multi-storey pin-pin steel frame building and a core shear wall that is manufactured offsite and assembled on the construction site. The wall consists of i) precast composite segments (vertebrae), ii) thin layers of a new, high-performance polymer-based, entangled composite wire material (ECWM) between the segments (intervertebral discs), and iii) unbonded post-tensioning tendons that tie these two layers together. Thus, the vertebrae provide lateral stability of the structure under low-amplitude loading (e.g. wind) and damp the vibration resulting from trains in adjacent areas. When the building is subjected to extreme loading such as earthquakes, the intervertebral discs are compressed and damp the movement of the whole structure, and the tendons re-center the entire building. Thus, the building remains operational immediately after extreme events, i.e. it is resilient. The DISC is also sustainable and durable against environmental threats as it is composed of glass fibre reinforced polymer filled with fibre-reinforced concrete and low-carbon composite materials. To characterise the dynamic behaviour and design parameters of the DISC technology, a numerical parametric model is first constructed, and the mechanical properties of the ECWM will be characterised using full-scale material tests. The overall response of the DISC will be verified through medium-scale shaking table tests of DISC prototypes. From these results, a new sustainability and resilience-based design framework will be constructed that can be used.

尽管最先进的设计标准和最新的施工方法确保建筑物在极端事件期间能够挽救生命，但最近的统计数据显示，极端事件造成的全球损失正在稳步增长。该提案为下一代基础设施提出了一种新颖的、可拆卸的、弹性的、可持续的建筑（DISC）技术。 DISC的灵感来自于人体脊柱的解剖结构，由多层针脚钢框架建筑和在场外制造并在施工现场组装的核心剪力墙组成。该壁由 i) 预制复合材料节段（椎骨）、ii) 节段（椎间盘）之间的新型高性能聚合物缠结复合线材 (ECWM) 薄层和 iii) 无粘合后张法组成将这两层连接在一起的肌腱。因此，椎骨在低振幅载荷（例如风）下提供了结构的横向稳定性，并抑制了相邻区域火车产生的振动。当建筑物承受地震等极端载荷时，椎间盘会受到压缩并阻尼整个结构的运动，而肌腱会重新使整个建筑物居中。因此，该建筑在极端事件发生后仍可立即运行，即具有弹性。 DISC 还具有可持续和耐用的特点，能够抵御环境威胁，因为它由填充有纤维增强混凝土和低碳复合材料的玻璃纤维增​​强聚合物组成。为了表征 DISC 技术的动态行为和设计参数，首先构建了数值参数模型，并且将使用全尺寸材料测试来表征 ECWM 的机械性能。 DISC 的整体响应将通过 DISC 原型的中型振动台测试进行验证。根据这些结果，将构建一个可以使用的新的可持续性和基于弹性的设计框架。