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Designing Resilient Structures Subjected to Abnormal Loads

机译:设计承受异常载荷的弹性结构

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In the design of structures, incorporating resilient structural systems is important to protect the structures in extreme or abnormal load events. In many cases, these systems are necessary to ensure continued operation of an essential facility, although it is also important in protecting the investment associated with a major development, or the preservation of historic buildings. Various systems have been developed to accommodate abnormal loads caused by seismic ground motions that are designed to create a high level of resiliency. The intent of this paper is to consider resiliency for a range of building types and the benefits of enhanced seismic structural systems when subjected to extreme loads. Because the Ninth District U.S. Court of Appeals, San Francisco, constructed in 1905, is so important historically, the building was seismically retrofitted to include friction pendulum bearings under existing columns, located just above the foundation level. At 365 Main Street, San Francisco, an existing 1940s non-ductile reinforced concrete warehouse was converted into a state-of-the-art internet co-location facility by introducing seismic isolation as well as an entirely self-sufficient fully redundant building services systems allowing for continued operation after an extreme seismic event. The Cathedral of Christ the Light in Oakland, California, combines seismic isolation with a reinforced concrete structure to achieve a building with a desired life of hundreds of years, even though the site is only a few kilometers from the Hayward Fault. The 222 South Main Office Building, Salt Lake City and the San Diego Central Courthouse use a diagonal system of unbonded braces and viscous dampers respectively to address building resiliency.
机译:在结构设计中,并入弹性结构系统对于在极端或异常载荷事件中保护结构非常重要。在许多情况下,这些系统对于确保基本设施的持续运行是必不可少的,尽管在保护与重大开发相关的投资或保护历史建筑方面也很重要。已经开发出各种系统来适应由地震地面运动引起的异常负载,这些异常负载旨在产生高水平的弹性。本文的目的是考虑各种建筑物类型的弹性以及承受极端载荷时增强的地震结构系统的优势。由于建于1905年的旧金山第九区美国上诉法院在历史上是如此重要,因此对该建筑物进行了抗震改造,以将摩擦摆轴承包括在地基上方的现有立柱下。在旧金山大街365号,通过引入地震隔离以及完全自给自足的完全冗余的建筑服务系统,将现有的1940年代非延性钢筋混凝土仓库转换为最先进的互联网代管设施允许在发生极端地震事件后继续运行。加利福尼亚奥克兰的基督之光大教堂将地震隔离与钢筋混凝土结构相结合,从而实现了具有数百年预期使用寿命的建筑,即使该地点距离海沃德断层只有几公里。 222 South Main Office Building,盐湖城和San Diego Central Courthouse分别使用无粘结支撑和粘性阻尼器的对角线系统来增强建筑物的弹性。

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