支座旋转对隔震橡胶支座钢垫片损伤的量化研究

Konstantinos N. Kalfas, S. Mitoulis, D. Konstantinidis
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引用次数: 0

摘要

隔震是缓解桥梁、医院等重要基础设施地震运动的有效技术。橡胶支座是用于保护关键基础设施资产的最常见的隔震装置之一。隔离器是隔离结构的关键部件,因此,它们在地震震动中应该受到有限的损坏,如果有的话。在文献中,与隔震橡胶支座中钢筋垫片屈服相关的损伤受到了有限的关注。本研究探讨了钢筋特性对橡胶支座在轴向载荷、剪切位移和旋转组合作用下性能的影响。使用损伤指数rpl和损伤系数Ω分别研究了钢垫片和橡胶支座在设计水平横向荷载下的潜在损伤,并重点研究了钢垫片的厚度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Quantifying damage in the steel shims of seismic isolation rubber bearings due to support rotation
Seismic isolation is an effective technique for mitigating the earthquake movements on important infrastructures such as bridges and hospitals. Rubber bearings are one of the most common seismic isolation devices used for the protection of critical infrastructure assets. Isolators are critical elements of an isolated structure, and as such, they should experience limited, if any, damage during earthquake shaking. Damage associated with yielding of the reinforcing steel shims in seismic isolation rubber bearings has received limited attention in the literature. This study investigates the effect of the steel reinforcement characteristics on the behavior of rubber bearings under combined axial load, shear displacement, and rotation. The potential damage of the steel shims and the rubber bearings under design-level lateral loads is investigated using a damage index, rpl, and a damage factor, Ω, respectively, with emphasis placed on the thickness of steel shims.
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