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Validation of Dynamic Analyses of Dams and Their Equipment最新文献

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Elasto-plastic dynamic response of fill-type dams: Total stress and effective stress analyses 堆石坝弹塑性动力响应:总应力和有效应力分析
Pub Date : 2018-06-27 DOI: 10.1201/9780429491160-14
T. Tanaka
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引用次数: 0
Performance and analysis of the faced rockfill dams (AFRD and CFRD) 面板堆石坝(AFRD和CFRD)性能及分析
Pub Date : 2018-06-27 DOI: 10.1201/9780429491160-6
N. Matsumoto, H. Yoshida, T. Sukada, M. Kashiwayanagi, H. Okumura
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引用次数: 0
Dynamic analysis, experimental and in-situ results, calibration and validation for concrete dams 混凝土坝的动力分析、试验和现场结果、校准和验证
Pub Date : 2018-06-27 DOI: 10.1201/9780429491160-22
E. Bourdarot, M. Kashiwayanagi, T. Sasaki
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引用次数: 0
3-D reproduction analysis of the Kasho concrete gravity dam during the October 6, 2000 earthquake 2000年10月6日地震时Kasho混凝土重力坝的三维再现分析
Pub Date : 2018-06-27 DOI: 10.1201/9780429491160-27
T. Sasaki, Y. Ozawa, N. Matsumoto
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引用次数: 0
Dynamic response of embankments on soft soils: A parametric study on the relevance of Sarma’s simplified method 软土上路堤动力响应:Sarma简化方法相关性的参数化研究
Pub Date : 2018-06-27 DOI: 10.1201/9780429491160-9
C. Durand, E. Chaljub, P. Bard, L. Baillet, J. Fry, R. Granjon, F. Renalier
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引用次数: 0
Towards displacement-based seismic assessment of concrete dams 基于位移的混凝土坝地震评价研究
Pub Date : 2018-06-27 DOI: 10.1201/9780429491160-33
A. Andonov, A. Iliev, K. Apostolov
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引用次数: 1
A new simplified seismic stability analysis taking into account degradation of soil undrained stress-strain properties and effects of compaction 考虑土不排水应力-应变特性退化和压实效应的简化地震稳定性分析
Pub Date : 2018-06-27 DOI: 10.1201/9780429491160-8
A. Duttine, F. Tatsuoka, T. Shinbo, Y. Mohri
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引用次数: 5
Evaluation of seismic performance of asphaltic concrete facing 沥青混凝土饰面抗震性能评价
Pub Date : 2018-06-27 DOI: 10.1201/9780429491160-7
Y. Nakamura, K. Narita
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引用次数: 0
Analysis on acceleration data of dams collected by JCOLD JCOLD采集的大坝加速度数据分析
Pub Date : 2018-06-27 DOI: 10.1201/9780429491160-1
T. Sasaki, T. Ohmachi, N. Matsumoto
Securing of the seismic performance of dams is an extremely important issue. As Japan is one of the most earthquake-prone countries in the world, various kinds of efforts regarding the issue have been carried out. In particular, seismic recordings have been conducted in existing dams since they can verify the characteristics of earthquake input and dam response empirically. The seismic records have been utilized for the advancement of dam safety management, design and construction. The strong motion records are highly valuable; however, it takes years, plus a great deal of work and expense, to record such data appropriately. The data can be used more effectively by providing it to other entities or researchers once it has been recorded, and this is commonly understood to conform to the intended purpose of the seismic recordings. It will also contribute to the further advancement of seismic safety evaluation and the design of dams. The Japan Commission on Large Dams (JCOLD) released databases of earthquake recordings in 1978 (Earthquake Records on Rock Foundations, 1978.11) and 2002 (Acceleration Records on Dams and Foundations No.2, 2002.4). In view of this background, the Japan Commission on Large Dams, with support from dam owners and other interested parties, has organized the committee on “Acceleration Records on Dams and Foundations” and updated the dam earthquake records database to promote technical improvement and the advancement of evaluation of the seismic performance of dams and dam engineering. The JCOLD committee has collected these time histories of accelerations, recorded from October 2000 to September 2012 newly. The recordings in data book titled “Acceleration Records on Dams and Foundations No.3” were restricted to acceleration records at dam foundations, dam crests, ground and so on whose peak acceleration at the dam foundation exceeds 25 cm/s. They include data which were recorded before the target collection period. In addition to the above activity, the JCOLD committee has carried out analysis of fundamental strong motion characteristics at dam sites, acceleration response characteristics of dams, and natural periods of dams and so on. This tentative report show the outlines of data book of “No.3” and the characteristics of acceleration data of dams and foundations.
保证大坝的抗震性能是一个极其重要的问题。由于日本是世界上地震最频繁的国家之一,有关这个问题的各种努力已经进行了。特别是在已有的大坝中进行了地震记录,因为它们可以经验地验证地震输入和大坝反应的特征。地震记录已被用于推进大坝安全管理、设计和施工。强震记录极具价值;然而,要适当地记录这些数据需要花费数年时间,加上大量的工作和费用。一旦数据被记录下来,将其提供给其他实体或研究人员可以更有效地利用这些数据,这通常被理解为符合地震记录的预期目的。这也将有助于进一步推进大坝的抗震安全评价和设计。日本大坝委员会(JCOLD)发布了1978年(岩石基础地震记录,1978.11)和2002年(大坝和基础加速记录,2002.4)的地震记录数据库。在此背景下,日本大坝委员会在大坝业主和其他相关方的支持下,组织了“大坝和基础加速记录委员会”,并更新了大坝地震记录数据库,以促进技术改进和大坝和大坝工程抗震性能评价的进步。JCOLD委员会收集了这些加速的时间历史,记录于2000年10月至2012年9月。《坝基加速度记录第3号》资料中的记录仅限于坝基、坝顶、地面等坝基加速度峰值超过25cm /s的加速度记录。它们包括在目标收集期之前记录的数据。除上述活动外,JCOLD委员会还开展了坝址基本强震特性、大坝加速度响应特性、大坝自然周期等分析。这份初步报告显示了“第1号”数据手册的大纲。3”以及大坝和基础加速度数据的特点。
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引用次数: 1
Seismic analysis characterizing the behavior of one of “H72” dam’s spillway gates: Test/calculation comparison “H72”大坝泄洪道闸门抗震特性分析:试验/计算比较
Pub Date : 2018-06-27 DOI: 10.1201/9780429491160-36
D. Graveleine, V. Lhuillier
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引用次数: 0
期刊
Validation of Dynamic Analyses of Dams and Their Equipment
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