夹芯板作为钢板剪力墙填充板的试验研究

IF 0.8 4区 工程技术 Q4 ENGINEERING, CIVIL Teknik Dergi Pub Date : 2020-11-01 DOI:10.18400/tekderg.559036
S. Dusak, C. Yalçın, A. N. Yelgin
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引用次数: 2

摘要

共设计了五个试样来研究由薄壁钢板和波纹夹芯板等各种材料制成的填充板的循环性能。首先,通过使用适当的连接件将通常用作钢结构建筑隔墙的夹芯板连接到钢框架,制备了两个用作剪力墙的试样。然后,设计了一个带有单个钢板的试样。通过从夹芯板内部去除聚氨酯材料来制备最终样品,并且只有钢板连接到框架的两面。通过这种方式,可以检测夹芯板和波纹钢板内部的聚氨酯材料对系统行为的影响。最后,制备了一个裸框架作为对照样品。在本试验研究中,制备了比例为1:3的单层单开间半刚性梁柱连接钢框架。在所有试件中,使用自钻螺钉将填充板固定在框架连接型材上,并对制备的试件在循环荷载下的最大承载力、初始刚度、延性和耗能能力值进行比较。实验和分析研究表明,与钢板填充物一样,夹层板试件也表现出韧性,具有相对较低的荷载和耗能能力。然后将计算机模型分析的结果与实验结果进行比较,发现它们与分析结果一致。
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Experimental Investigation of Using Sandwich Panels as Infill Plate in a Steel Plate Shear Wall
A total of five specimens were designed to investigate the cyclic behavior of infill panels made from various materials such as thin-walled steel sheets and corrugated sandwich panels. First, two specimens were prepared to act as shear walls by connecting sandwich panels, which are normally used as architectural partition walls in steel buildings, to a steel frame using appropriate connections. Then, a specimen with a single steel plate was designed. The final specimen was prepared by removing the polyurethane material from inside the sandwich panel and only steel plates were attached to both faces of the frame. This way, it was possible to examine the effect of the polyurethane material inside the sandwich panel and the corrugated steel plate on system behavior. Finally, a bare frame was prepared as a control specimen. For this experimental study, single-story, single-bay steel frames of semi-rigid beam to column connections were prepared with a scale ratio of 1:3. In all specimens, the infill plates were fastened to the frame connection profiles using self-drilling screws and the prepared specimens were compared in terms of their maximum load capacity, initial stiffness, ductility and energy dissipation capacity values under cyclic loading. The experimental and analytical investigations showed that, like steel plate infills, the specimens with sandwich panels also behaved in a ductile manner with relatively lower load and energy dissipation capacity. The results of the computer model analyses were then compared with the experimental results and they were found to be compatible with the analytical results.
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来源期刊
Teknik Dergi
Teknik Dergi 工程技术-工程:土木
自引率
30.80%
发文量
65
审稿时长
>12 weeks
期刊介绍: The scope of Teknik Dergi is naturally confined with the subjects falling in the area of civil engineering. However, the area of civil engineering has recently been significantly enlarged, even the definition of civil engineering has somewhat changed. Half a century ago, engineering was simply defined as “the art of using and converting the natural resources for the benefit of the mankind”. Today, the same objective is expected to be realised (i) by complying with the desire and expectations of the people concerned and (ii) without wasting the resources and within the sustainability principles. This change has required an interaction between engineering and social and administrative sciences. Some subjects at the borderline between civil engineering and social and administrative sciences have consequently been included in the area of civil engineering. Teknik Dergi defines its scope in line with this understanding. However, it requires the papers falling in the borderline to have a significant component of civil engineering.
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