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加重块置留孔内的处理与预防
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作者 何文生 《探矿工程科技信息》 1994年第9期9-9,共1页
关键词 桩基础 加重块 置留孔 工程施工
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附加重块和弹簧刚度对垂直悬臂输流管动力学稳定性的影响研究 被引量:2
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作者 马永奇 沈义俊 +2 位作者 尤云祥 冯爱春 陈科 《中国造船》 EI CSCD 北大核心 2023年第3期212-222,共11页
基于哈密尔顿原理建立考虑附加重块和弹簧的悬臂输流管道动力学理论模型,采用微分求积法求解模型控制方程。分别研究了附加重块的质量、弹簧的刚度、重力参数和附加重块/弹簧与重力参数对管道内流体临界流速的影响。结果表明:附加重块... 基于哈密尔顿原理建立考虑附加重块和弹簧的悬臂输流管道动力学理论模型,采用微分求积法求解模型控制方程。分别研究了附加重块的质量、弹簧的刚度、重力参数和附加重块/弹簧与重力参数对管道内流体临界流速的影响。结果表明:附加重块和弹簧对悬臂输流管道系统内流体的临界速度有显著影响;在流体质量比一定范围内,垂直悬臂管道自由端附加重块和弹簧时可以显著提高管道内流体的临界速度。 展开更多
关键词 悬臂输流管道 加重块和弹簧 哈密尔顿方法 微分求积法
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浸水地区埋地管道浮力控制方法 被引量:1
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作者 张天军 李长俊 廖晓蓉 《管道技术与设备》 CAS 2003年第3期5-7,共3页
管道铺设在浸水的土壤中时会受到静水或流水的作用而产生浮力 ,为了克服浮力对管道产生的影响 ,必须采取一定措施来保证管道的稳定性。通过使用加重块可以抵消浮力的作用。这些加重块包括混凝土沼泽加重块、河流加重块和连续混凝土覆盖... 管道铺设在浸水的土壤中时会受到静水或流水的作用而产生浮力 ,为了克服浮力对管道产生的影响 ,必须采取一定措施来保证管道的稳定性。通过使用加重块可以抵消浮力的作用。这些加重块包括混凝土沼泽加重块、河流加重块和连续混凝土覆盖层。据此 ,才能进行管道的回填 ,保证管道在管沟中的应有位置。综述了这些加重块的结构特点和使用条件 ,并针对不同条件下所采用的加重块 。 展开更多
关键词 管道 加重块 浮力 施工
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THE RESEARCH AND DESIGN OF RECONFIGURABLE COMPUTING FOR BLOCK CIPHER 被引量:1
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作者 Yang Xiaohui Dai Zibin Zhang Yongfu Yu Xuerong 《Journal of Electronics(China)》 2008年第4期503-510,共8页
This paper describes a new specialized Reconfigurable Cryptographic for Block ciphersArchitecture(RCBA).Application-specific computation pipelines can be configured according to thecharacteristics of the block cipher ... This paper describes a new specialized Reconfigurable Cryptographic for Block ciphersArchitecture(RCBA).Application-specific computation pipelines can be configured according to thecharacteristics of the block cipher processing in RCBA,which delivers high performance for crypto-graphic applications.RCBA adopts a coarse-grained reconfigurable architecture that mixes the ap-propriate amount of static configurations with dynamic configurations.RCBA has been implementedbased on Altera’s FPGA,and representative algorithms of block cipher such as DES,Rijndael and RC6have been mapped on RCBA architecture successfully.System performance has been analyzed,andfrom the analysis it is demonstrated that the RCBA architecture can achieve more flexibility and ef-ficiency when compared with other implementations. 展开更多
关键词 Reconfigurable computing Block cipher Reconfigurable Cryptographic for Block ciphers Architecture (RCBA)
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MULTISTAGE SUPERIMPOSED DEFORMATION AND THE EVOLUTION OF THE NORTHEASTERN MARGIN OF YANGTZEBLOCK 被引量:2
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作者 HOUMingjin TANGJiafu +1 位作者 LIHuaikun WUYuedong 《Geotectonica et Metallogenia》 2003年第1期33-54,共22页
Multistage superimposed deformation has been discussed systematically based on the progress of the stratigraphic sequences of the northeastern margin of Yangtze Block.The new-discovered first stage deformation of thos... Multistage superimposed deformation has been discussed systematically based on the progress of the stratigraphic sequences of the northeastern margin of Yangtze Block.The new-discovered first stage deformation of those sequences occurred from the middle Triassic to the end of early Jurassic together with development of regional folding, which was resulted from the deep detachment shearing tending toward NW-WNW. The folds dip to east and fall down toward west, and were superimposed by the main stage folding.Thereafter, a series of folds were developed with axes trending toward northeast.Consequently normal folds occurred on the normal limbs while overturned fold on the overturned limbs during the first stage folding. The detachment or thrust was formed from late Jurassic to early Cretaceous. Due to the uplifting of Dabie and the Wannan Mountains in the north and south sides, the bi-directional thrusting belt was formed by gravity flowing from the Mountains toward the center of the basin along the north side of Xuancheng and south side of Guichi. The deformation geodynamics was discussed simply based on the newly recognized information about the tectonic evolution. 展开更多
关键词 Yangtze Block multistage superimposed deformation gravity gliding THRUSTING INDOSINIAN YANSHANIAN
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