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General regular shaped diagrid structures can express diverse shapes because braces are installed along the exterior faces of the structures and the structures have no columns. However, since irregular shaped structures have diverse variables, studies to assess behaviors resulting from various variables are continuously required to supplement the imperfections related to such variables. In the present study, materials elastic modulus and yield strength were selected as variables for strength that would be applied to diagrid structural systems in the form of Twisters among the irregular shaped buildings classified by Vollers and that affect the structural design of these structural systems. The purpose of this study is to conduct sensitivity analysis for axial rotation diagrid structural systems according to changes in brace angles in order to identify the design variables that have relatively larger effects and the tendencies of the sensitivity of the structures according to changes in brace angles and axial rotation angles. 相似文献
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Cho Hyung-Ik Lee Moon-Gyo Ahn Jae-Kwang Sun Chang-Guk Kim Han-Saem 《Bulletin of Earthquake Engineering》2022,20(11):5775-5795
Bulletin of Earthquake Engineering - This study constructed a flatfile with the information useful to satisfy the site characterization requirements of Korea Meteorological Administration’s... 相似文献
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Pore pressure model based on accumulated stress 总被引:2,自引:2,他引:0
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