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A STUDY ON SHEARING BEHAVOIR OF BEARING WALLS BY WOODEN PANELS CONSTRUCTION

机译:木制面板结构支护墙的共同性研究

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This paper presents results of a study of the shearing behavior of bearing walls of a wooden panel construction. The wooden panel construction is of a structure consisting of a wooden frame and plywood panels joined face-to-face with adhesives. We conducted shearing experiments on life-size single bearing wall wooden panels and double such panels arranged vertically as joined units to study their shearing behaviors and compare their results with those calculated by the finite element method. We also conducted tests and analyses to investigate whether the Sugiyama Sheathing Area Ratio Method, an evaluation method of shear strength and shear rigidity of wooden panel walls, can be applied for the strength evaluation of bearing wall wooden panels. A total of 16 different bearing wall wooden panels with the width of 7,280 mm and the height of 5,561 mm having openings of different sizes were subjected to the experiments. The test panels were subjected to static, cyclic and no vertical loading, which was controlled by deformation angles. The loading onto the double panels was assured so that the same force was applied to both lower and upper panels. From these experiments and subsequent analyses, we presents the following.We confirmed that the single panels and the lower of the double panels did not show any significant difference in shearing behavior but the upper of the double panels showed less rigidity than the lower panels. We confirmed the test results obtained were roughly identical in terms of deformation behavior, reaction force and shear stress distribution with those obtained by the finite element method. We verified that the Sugiyama's Sheathing Area Ratio Method can be used for rigidity evaluation of single panels and the lower of double panels, both having openings. However, we realized that the factors relating to the joining of the lower and upper panels need to be taken into account when applying the method to the evaluation of the upper of double panels.
机译:本文介绍了木制面板结构的承重墙的剪切行为的研究结果。木制面板结构是由木制框架和胶合板面板组成的结构,胶合板面板与粘合剂面对面地连接在一起。我们对与实物大小相同的单承重墙木板和垂直排列的双层这种木板作为连接单元进行了剪切实验,以研究其剪切行为,并将其结果与通过有限元法计算的结果进行比较。我们还进行了测试和分析,以研究是否可以将杉山护套面积比法(一种用于评估木板墙的抗剪强度和抗剪刚度的方法)用于承重墙木板的强度评估。总共对16个不同的承重墙木板进行了实验,这些木板的宽度为7,280 mm,高度为5,561 mm,具有不同的开口。测试板承受静态,周期性和无垂直载荷,该载荷由变形角度控制。确保了双面板上的负载,以便对下面板和上面板都施加相同的力。从这些实验和随后的分析中,我们得出以下结论:我们确认单面板和双面板的下部在剪切行为上没有显示任何显着差异,但是双面板的上部比下部面板显示出较小的刚度。我们确认,获得的测试结果在变形行为,反作用力和剪切应力分布方面与通过有限元方法获得的结果大致相同。我们验证了杉山的鞘面积比方法可用于单板和双板下部的刚度评估,两个板都有开口。但是,我们意识到,在将方法应用于双层面板的上部评估时,需要考虑与下部面板和上部面板的连接有关的因素。

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