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原文传递 Strength and Plastic Rotation Capacity of Ⅰ-Shaped Beams with Grid-Purlin System Subjected to Cyclic Loading
题名: Strength and Plastic Rotation Capacity of Ⅰ-Shaped Beams with Grid-Purlin System Subjected to Cyclic Loading
正文语种: eng
作者: Matsui, Ryota;Koizumi, Koichi;Lin, Pao-Chun;Iwanaga, Masanobu;Wu, An-Chien;Takeuchi, Toru;Tsai, Keh-Chuyan
作者单位: Hokkaido Univ Grad Sch Engn Kita Ku A5-04 Kita 13 Nishi 8 Sapporo Hokkaido 0608628 Japan;Tokyo Inst Technol Dept Architecture & Bldg Engn Meguro Ku M1-29 2-12-1 Ookayama Tokyo 1528552 Japan;Natl Cheng Kung Univ Dept Civil Engn 1 Univ Rd Tainan 701 Taiwan;Kyushu Daiichi Ind Co Ltd 672 Arisa Kagamimachi Kumamoto 8694213 Japan;Natl Ctr Res Earthquake Engn 200 Sect 3 Xinhai Rd Taipei 106 Taiwan;Tokyo Inst Technol Dept Architecture & Bldg Engn Meguro Ku M1-29 2-12-1 Ookayama Tokyo 1528552 Japan;Natl Taiwan Univ Dept Civil Engn 1 Sect 4 Roosevelt Rd Taipei 10617 Taiwan
关键词: Beam;Purlin;Stability bracing of beams;Plastic rotation capacity;Cyclic loading test
摘要: This paper introduces a grid-purlin system, which was composed of secondary rectangular-hollow-section grids welded onto the top flange of I-shaped beams of moment frames. The welded grid-purlin itself may play a role of a lateral bracing member for the welded beam. However, the ultimate strength, plastic rotation capacity, or other structural characteristics of this grid-purlin system remain poorly understood. This paper presents two full-scale cyclic loading tests on specimens with I-shaped beams 700 mm deep, 240 mm wide, and 13 m long. The diagonal length of grids in the square grid-purlin of the specimen was 1.3 m on-center, and two different depths of the sections were selected for the purlin sections. Both specimens successfully achieved fully plastic moments at a plastic rotation exceeding 0.04 rad. This shows that the grid-purlin system provides reliable lateral bracing. Continuum finite-element (CFE) analysis was performed to simulate the hysteretic experimental response of the grid-purlin system. This CFE model was used to examine the plastic rotation capacity for a variety of combinations of I-shaped beams and grid-purlins.
出版年: 2021
期刊名称: Journal of structural engineering
卷: 147
期: 7
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