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SGER NEESR Payload Project to NEESR SG Award CMS-0530759: Leveraging Tsunami Research - Wave Loading on Residential Structures with Earthquake and Hurricane Applications

SGER NEESR Payload Project to NEESR SG Award CMS-0530759: Leveraging Tsunami Research - Wave Loading on Residential Structures with Earthquake and Hurricane Applications
SGER NEESR 有效载荷项目荣获 NEESR SG 奖 CMS-0530759:利用海啸研究 - 地震和飓风应用中住宅结构的波浪载荷
批准号:
0651710
负责人:
John van de Lindt
金额:
$7.5万
依托单位:
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2007
资助国家:
美国
项目状态:
已结题
起止时间:
2007-03-01 至 2009-02-28

项目摘要

项目成果

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中文摘要
翻译
该地震工程模拟研究网络(NEESR)有效载荷项目的探索性研究(SGER)小额赠款将利用NSF资助项目(CMMI-0530759)的实验测试装置,该项目名为“NEESR SG:基于性能的海啸工程开发,PBTE”,于2007年6月至12月在俄勒冈州州立大学的NEES海啸波盆地进行。 该有效载荷项目的目标是安装住宅结构模型,其规模比SG研究人员在波浪盆地另一侧测试的中高层结构更大,以研究波浪载荷和助跑(海啸工程应用)以及压力/风力驱动的浪涌(飓风工程和科学应用)造成的影响。 有效载荷项目将在水线以上的平面上安装两个单户住宅模型,代表沿海财产或稍微内陆的结构。 该有效载荷项目将产生以下新知识:(1)关于流体冲击载荷作为不同波高和住宅结构地面坡度函数的信息,以便能够编制无量纲图表供从业人员/规划人员使用,并促进沿海地区的创新建筑技术;(2)了解波浪和涌浪荷载作用下住宅结构的荷载传递机理和上拔力,这两方面目前还不清楚;(3)通过现有的方法、公式和最小装配试验,确定缩尺模型压力与全尺寸原型破坏的关系。知识点:全木结构模型从未在海啸波盆中进行过试验;因此,将产生关于木结构在海啸荷载下的反应的新信息,并提供给地震工程和更广泛的科学界。 更广泛的影响:实验结果将提供给研究人员,从业人员,设计师和公共政策官员通过NEES联盟,公司运营的NEES中央数据存储库。(http:www.nees.org),以促进创新产品和施工技术。 该项目不仅适用于地震工程,而且适用于多种灾害(例如,飓风科学与工程)。
英文摘要
This Small Grant for Exploratory Research (SGER) Network for Earthquake Engineering Simulation Research (NEESR) payload project will utilize the experimental test set-up of the NSF-funded project (CMMI-0530759) entitled "NEESR SG: Development of Performance Based Tsunami Engineering, PBTE" at the NEES tsunami wave basin at Oregon State University during June - December 2007. The objective of this payload project is to install residential structural models, at a larger-scale than the mid to high-rise structures tested by the SG researchers on the other side of the wave basin, to investigate impact due to wave loading and run-up (applications to tsunami engineering) and pressure/wind driven surge (applications to hurricane engineering and science). The payload project will install two single-family dwelling models beside each other on a flat surface above the waterline representing coastal property or a structure slightly inland. The following new knowledge will be generated by this payload project: (1) information on fluid impact loads as a function of different wave heights and ground slopes on residential structures to enable the development of dimensionless charts for use by practitioners/planners and to facilitate innovative construction techniques in coastal regions; (2) an understanding of the load transfer mechanism and uplift forces on residential structures during wave and surge loading, both of which are not understood currently; and (3) the relationship of scale model pressure to full-scale prototype damage through existing methods, formulations, and minimal assembly testing.Intellectual merit: Whole woodframe models have never been tested in a tsunami wave basin; thus new information about the response of woodframe structures subjected to tsunami loading will be generated and made available to the earthquake engineering and broader science community. Broader impacts: Experimental results will be made available to researchers, practitioners, designers, and public policy officials via the NEES central data repository operated by NEES Consortium, Inc. (http://www.nees.org) to facilitate innovative products and construction techniques. This project has applicability not only within earthquake engineering but also to multi-hazards (e.g., hurricane science and engineering).
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