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采用小型振动台试验的F3D自由形式结构的抗震性能

Seismic Performance of F3D Free-Form Structures Using Small-Scale Shaking Table Tests.

作者信息

Park Min Jae, Cheon Gain, Alemayehu Robel Wondimu, Ju Young K

机构信息

School of Civil, Environmental and Architectural Engineering, Korea University, Seoul 02841, Korea.

出版信息

Materials (Basel). 2022 Apr 14;15(8):2868. doi: 10.3390/ma15082868.

Abstract

In recent years, studies that can maximize irregularity have increased as technological constraints weaken owing to the development of construction technology and the increase in demand for free-form structures. Considering this, free-form structures have been constructed using various materials. Concrete is considered most suitable for realizing an atypical shape because it is highly economical and can be assembled in a free form. However, not many studies have evaluated the structural performance of free-form concrete structures using free-form formwork 3D printer (F3D) technology, a 3D printing technology. Free-form structures must be designed to secure structural stability under both dead and live loads, as well as natural hazards such as wind, snow, and earthquakes. Therefore, in this study, we tested a free-form structure constructed by F3D printing using small-scale models that satisfy the similitude law with shaking tables. Furthermore, a finite element analysis was conducted to validate the small-scale tests. Lastly, the seismic performance of free-form concrete structures was evaluated based on the test and analysis results.

摘要

近年来,随着建筑技术的发展和对自由形式结构需求的增加,技术限制减弱,能够使不规则性最大化的研究也有所增加。考虑到这一点,已经使用各种材料构建了自由形式结构。混凝土被认为最适合实现非典型形状,因为它非常经济且可以自由形式组装。然而,使用自由形式模板3D打印机(F3D)技术(一种3D打印技术)对自由形式混凝土结构的结构性能进行评估的研究并不多。自由形式结构必须进行设计,以确保在恒载和活载以及风、雪和地震等自然灾害作用下的结构稳定性。因此,在本研究中,我们使用满足与振动台相似律的小比例模型,对通过F3D打印构建的自由形式结构进行了测试。此外,进行了有限元分析以验证小比例试验。最后,根据试验和分析结果评估了自由形式混凝土结构的抗震性能。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/9381/9029542/01ec389d02f2/materials-15-02868-g001.jpg

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