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New design and seismic retrofit applications of fluid viscous-damped bracing systems

机译:流体粘性支撑系统的新设计和地震改造应用

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A dissipative bracing system incorporating pressurized fluid viscous spring-dampers as passive protective devices has been conceived and studied for many years by the authors, also within European Commission-funded and Italian National Research Projects. As a concluding stage of this activity, a set of demonstrative case studies was examined, so as to illustrate the improvement of seismic performance guaranteed by the system in realistic and actual design applications, as well as to further develop the technical implementation procedures and details needed for its practical installation in new and existing buildings. This paper offers a selection of three among these case studies, and namely a steel school building and a reinforced concrete school building as retrofit interventions, and a lightweight steel fitness centre as a new structure. The mechanical parameters, dimensions, layouts and locations selected for the constituting elements of the system, and a synthesis of the design and performance evaluation analyses carried out, all developed according to a full non-linear dynamic approach, are presented. The results of the analyses show a remarkable improvement of seismic response capacities in the two retrofit problems, which allows reaching the high performance levels postulated for these interventions. Concerning the new steel fitness centre, the protective technology produces a drastic drop in member sections, with a considerably lower impact on the visual perception of the building and an approximate 50% cut in the cost of the steel structure (spring-dampers excluded), as compared to a traditional bracing solution designed for the same performance objectives.
机译:该耗散的流体粘性弹簧阻尼器作为被动保护装置的耗散支撑系统已经被作者在欧洲委员会资助和意大利国家研究项目中构思和研究了许多年份。作为这项活动的结论阶段,检查了一组证明案例研究,以说明系统在现实和实际设计应用中保障的地震性能的提高,以及进一步发展所需的技术实施程序和细节在新的和现有建筑物中的实际安装。本文在这些案例研究中提供三种选择,即钢制学校建筑和钢筋混凝土学校建筑,作为改造干预措施,以及轻质钢铁健身中心作为新结构。为构成系统的元件选择的机械参数,尺寸,布局和位置,以及根据全线性动态方法进行的所有开发的设计和性能评估分析的合成。分析结果表明,两个改造问题中的地震反应能力显着提高,这允许达到这些干预措施假设的高性能水平。关于新的钢材健身中心,保护技术在成员部分产生了激烈的下降,对建筑物的视觉感知的影响相当较低,钢结构成本(排除弹簧阻尼器)的近似50%切割的影响与为相同的性能目标设计的传统支撑解决方案相比。

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