Parametric analysis of slotted RC wall for seismic resilient structure

Liu Jixin; Li Wei; Deng Kailai; Pan Peng

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Parametric analysis of slotted RC wall for seismic resilient structure

机译：地震弹性结构开槽RC壁的参数分析

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Slotted reinforced concrete (RC) wall exhibited satisfactory seismic damage reduction performance and rapid rehabilitation. However, the optimal design of the slotted RC wall, i.e. the section division and strength and stiffness of shear links have not been derived. A numerical model is developed in ABAQUS, which was verified with the physical test results. Based on the calibrated model, the parametric analysis was carried out to investigate the influence of the section division and the strength of the shear links. The analytical results indicated a non-uniform section division, which is helpful in reducing the peak compressive strain. The height-width ratio of the side component is the critical issue for enhancing the deformability. A novel concept of strength ratio was proposed to the contribution from shear links in the load-carrying. Orientating maximizing the energy-dissipation ratio of the shear links, the optimal strength ratio of the shear links is derived.

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来源
《Smart Materials & Structures》 |2021年第1期|共12页
作者
Liu Jixin; Li Wei; Deng Kailai; Pan Peng;
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作者单位

China Earthquake Adm Key Lab Earthquake Engn &

Engn Vibrat Inst Engn Mech Harbin Peoples R China;

China Elect Engn Design Inst Beijing Peoples R China;

Southwest Jiaotong Univ Dept Bridge Engn Chengdu Peoples R China;

China Earthquake Adm Key Lab Earthquake Engn &

Engn Vibrat Inst Engn Mech Harbin Peoples R China;

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原文格式 PDF
正文语种 eng
中图分类智能材料;
关键词
slotted RC wall; numerical modeling; optimal design; parametric study; sectional division; steel shear link;

机译：开槽RC墙;数值建模;最优设计;参数研究;分区;钢剪切链接;

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Parametric analysis of slotted RC wall for seismic resilient structure

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