COMPARISON OF EXPERIMENTAL AND ANALYTICALLY PREDICTED OUT-OF-PLANE BEHAVIOR OF FRAMED-MASONRY WALLS CONTAINING OPENINGS

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 2019-06-24 DOI:10.7712/120119.7086.18574

Filip Anić, D. Penava, Dalibor Burilo, L. Abrahamczyk, V. Sarhosis

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Abstract

. During an earthquake, structures are loaded in both in-plane and out-of-plane direc-tion. This paper investigates the behaviour of load-bearing frames with inﬁll walls that contain openings. As when they are subjected to out-of-plane, inertial loads. In the experimental cam-paigns of like structures, it was found that even with openings, the beneﬁcial arching-action was able to develop. However, its effectiveness was limited. Namely, the deformation capabilities in all cases were signiﬁcantly lowered. Same can not be stated for the load-bearing capacities, as some researches found no reduction while others did. Additionally, this paper analyses the existing equations that can calculate the load-bearing capacity of such structures. Low corre-lations were found between the experimental and analytical capacities. Hence, further research endeavours should be addressed in order to gain a reliable analytical model

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含孔框架砌体墙的试验与分析预测的面外性能比较

．在地震中，结构受到面内和面外两个方向的载荷。本文研究承重框架的行为与填充墙，包含开口。当它们受到面外惯性载荷时。在类似结构的实验运动中，发现即使有开口，有益的拱作用也能发展。然而，其效力是有限的。即在所有情况下，变形能力都明显降低。同样不能说的承载能力,一些研究发现当别人并没有减少。此外，本文还对现有的此类结构承载力计算公式进行了分析。实验能力和分析能力之间的相关性很低。因此，应作出进一步的研究努力，以获得可靠的分析模型

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)

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