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Seismic Design Methodology for Precast Concrete Diaphragms Part 2: Research Program

机译:预制混凝土膜片的抗震设计方法论,第2部分:研究计划

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摘要

The Precast/Prestressed Concrete Institute (PCI) is conducting a large "area of emphasis" project to develop an industry-endorsed comprehensive seismic design methodology for precast concrete floor diaphragms. A multi-university research team from the University of Arizona (UA), Lehigh University (LU), and the University of California San Diego (UCSD) has been selected to perform this collaborative research. An active industry task group is overseeing the planning and execution phases of the research. These groups comprise the DSDM (Diaphragm Seismic Design Methodology) Consortium. The DSDM Consortium research closely integrates finite element analyses of the diaphragm at UA with full-scale reinforcing detail experiments at LU and shaking table system tests at UCSD. The purpose of this and a companion paper, published in the September-October 2005 issue of the PCIJOURNAL, is to outline the foundation for this research and provide context for the technical papers to follow as well as the eventual design methodology. The earlier companion paper described the underlying design philosophy and the resulting design framework that will serve as a basis for the emerging design methodology. This paper focuses on the research program itself, including the integrated research approach, the project's physical scope, and the specific analytical and experimental research activities.
机译:预制/预应力混凝土研究所(PCI)正在进行一个大型的“重点领域”项目,以开发一种行业认可的预制混凝土楼板隔板的综合抗震设计方法。来自亚利桑那大学(UA),利哈伊大学(LU)和加利福尼亚大学圣地亚哥分校(UCSD)的多大学研究团队已被选中进行这项合作研究。一个活跃的行业任务组正在监督研究的计划和执行阶段。这些小组包括DSDM(膜片地震设计方法论)联盟。 DSDM联盟的研究将UA膜片的有限元分析与LU的全面增强细节实验和UCSD的振动台系统测试紧密结合在一起。本文的目的以及在PCIJOURNAL的2005年9月至10月发行的配套论文中,概述了这项研究的基础,并为后续的技术论文以及最终的设计方法提供了依据。较早的伴随论文描述了底层的设计理念以及由此产生的设计框架,这些框架将成为新兴设计方法的基础。本文重点研究计划本身,包括综合研究方法,项目的物理范围以及特定的分析和实验研究活动。

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