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Seismic Retrofit of Industrial Precast Concrete Structures Using Friction Dampers: Case Study from Turkey

机译:用摩擦阻尼器的工业预制混凝土结构的地震改造 - 土耳其案例研究

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This paper presents seismic retrofit of one typical single-story industrial-type precast reinforced concrete building structure located in Turkey using rotational friction dampers. This project consist of retrofitting twelve precast reinforced concrete buildings and it is considered to be the first fully engineered and completed application of supplemental energy dissipation devices for retrofitting purpose in Turkey. In Turkey, precast concrete is one of the most preferred type of construction for all type of industrial structures due to their low cost, fast construction, and availability in rural areas. Unfortunately, most of these structures constructed before "Specification for Buildings to be Built in Seismic Zones (2007) (TEC)" are not well-engineered and are expected to have very poor performance when exposed to a major seismic event. One of the importand official instutions of Turkey decided to undertake a major project to retrofit their single story precast concrete buildings. It is required that buildings will not be vacated during retrofit and disturbance to the building operation will be the minimum. Existing building structures are examined and reviewed in detail, and based on the comparison of several retrofitting schemes, it was concluded that seismic retrofit with energy dissipation devices is a feasible option for the subject buildings. Rotational friction dampers are selected as the supplemental energy dissipation device. ASCE 41-06 is employed for the damper design and performance evaluation. The most effective damper configuration and capacities are selected after an intensive iterative trial-and-error linear study. Finally, nonlinear time-history analyses are performed for seven pairs of historical ground motion acceleration data and it is shown that proposed retrofit scheme satisfies the desired performance goals for both DBE and MCE events. In overall, it is considered that proposed retrofit scheme with dampers provides a viable solution to the stakeholders of the project from performance, design, constructability, and economical points of view. Some application photos were presented and methods are explained in detail in the paper.
机译:本文给出对一个典型的单层工业型预制的抗震加固钢筋位于Turkey使用旋转摩擦阻尼器混凝土建筑结构。该项目包括改造12预制钢筋混凝土建筑物,它被认为是补充能量耗散装置的第一个完全设计和完成的应用程序在土耳其的改造目的。在土耳其,预制混凝土施工是对所有类型的工业结构中的最优选的类型之一,由于其成本低,建设速度快,可用性和农村地区。不幸的是,大多数以前建造的这些结构的“建筑规范将建地震带(2007)(TEC)”都没有精心设计的,预计当暴露在重大地震事件具有非常差的性能。一个土耳其的三个重要官方instutions的决定进行重大项目来改造他们的单一故事预制混凝土建筑。这是要求建筑物不会因改造和干扰,以建筑施工过程中腾空将是最小的。进行检查,并详细审查了现有的建筑结构,并基于多种改造方案的比较,得出的结论是用耗能设备的抗震加固是主体建筑一个可行的选择。旋转摩擦阻尼器被选择为辅助能量耗散装置。 ASCE 41-06采用减振器的设计和性能评估。最有效的阻尼器的配置和能力的强化迭代试错线性研究后进行选择。最后,非线性时程分析对7对历史地震动加速度数据的进行,它表明提出的改造方案满足两个DBE和MCE事件所需的性能目标。在总体上,它被认为与阻尼器提出的改造方案提供了一个可行的解决方案,从性能,设计,施工性,并且鉴于经济分项目的利益相关者。某些应用程序的照片进行了介绍和方法进行了详细的说明文件。

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