Effect of a forced harmonic vibration pile to its adjacent pile in layered elastic soil with double-shear model     

《Soil Dynamics and Earthquake Engineering》2014

A new model named double-shear model based on Pasternak foundation and Timoshenko beam theory is developed to evaluate the effect of a forced harmonic vibration pile to its adjacent pile in multilayered soil medium. The double-shear model takes into account the shear deformation and the rotational inertia of piles as well as the shear deformation of soil. The piles are simulated as Timoshenko beams, which are embedded in a layered Pasternak foundation. The differential equation of transverse vibration for a pile is solved by the initial parameter method. The dynamic interaction factors for the layered soil medium are obtained by the transfer matrix method. The formulation and the implementation have been verified by means of several examples. The individual shear effects of soil and piles on the interaction factors are evaluated through a parametric study. Compared to Winkler model with Euler beam, the present model gives much better results for the dynamic interaction of piles embedded in stiff soil with small slenderness ratios. Finally, the effect of a forced long pile to a short pile embedded in multilayered soil medium is studied in detail.  相似文献   

A parallel dynamic programming algorithm for multi-reservoir system optimization     

《Advances in water resources》2014

This paper develops a parallel dynamic programming algorithm to optimize the joint operation of a multi-reservoir system. First, a multi-dimensional dynamic programming (DP) model is formulated for a multi-reservoir system. Second, the DP algorithm is parallelized using a peer-to-peer parallel paradigm. The parallelization is based on the distributed memory architecture and the message passing interface (MPI) protocol. We consider both the distributed computing and distributed computer memory in the parallelization. The parallel paradigm aims at reducing the computation time as well as alleviating the computer memory requirement associated with running a multi-dimensional DP model. Next, we test the parallel DP algorithm on the classic, benchmark four-reservoir problem on a high-performance computing (HPC) system with up to 350 cores. Results indicate that the parallel DP algorithm exhibits good performance in parallel efficiency; the parallel DP algorithm is scalable and will not be restricted by the number of cores. Finally, the parallel DP algorithm is applied to a real-world, five-reservoir system in China. The results demonstrate the parallel efficiency and practical utility of the proposed methodology.  相似文献   

基于增量动力分析和纤维模型的矮塔斜拉桥结构抗震性能研究     

谷音  蔡隆文  高智能  卓卫东 《地震学刊》2014,(5):537-542

基于OpenSees软件及其纤维模型的有限元方法,建立了典型矮塔斜拉桥的非线性数值分析模型,分析各构件的抗震性能指标。采用动力增量分析法（即IDA方法）,对结构进行了非线性动力时程分析,分别探讨了在纵桥向和横桥向地震作用下矮塔斜拉桥结构的构件破坏规律。分析了在不同加速度峰值情况下,矮塔斜拉桥主塔和边墩沿高度变化的应变包络图、主梁内力包络图及支座位移包络图。结果表明：与一般斜拉桥性能要求不同,矮塔斜拉桥的主塔可以发生损伤,塔底和边墩墩底为主要控制截面,支座在纵桥向地震组合作用下较易发生破坏,拉索和主梁是不易损伤的构件,主梁内力包络图的分布情况随着地震峰值的增加发生变化。  相似文献   

论韧性剪切带研究及其地质意义   总被引：4，自引：1，他引：3  

杨晓勇 《地球科学进展》2005,20(7):765-771

系统研究韧性剪切带变形岩在天然强剪切应力作用条件下常量元素迁移机制及活化转移的应力排序、微量元素迁移的动力控制、稀土元素配分变化和变形矿物晶体化学变异的应力制约等构成了当代韧性剪切带研究的前沿课题,也是当前糜棱岩岩石地球化学研究难点和精华所在。其研究成果将对动力成岩（成矿）机理的认识有重要的突破,具有重要的理论意义和潜在应用价值。对韧性剪切带及其变形岩石的研究现状和研究意义进行系统的综述,提出了未来韧性剪切带及其糜棱岩的研究方向和目标: ①系统研究糜棱岩中主要造岩矿物组合及其变形特征,计算剪切变形岩石的应力—应变参数,搞清韧性剪切带所处的应力应变环境;②系统研究韧性剪切带岩石在天然分强剪切应力作用条件下常量元素迁移机制及活化转移的应力排序问题;③系统研究剪切变形作用过程中岩石化学组成的微量和稀土元素变化,讨论强变形条件下岩石中微量元素活化和迁移规律,深入探讨微量元素迁移的动力控制,包括稀土元素配分变化的应力制约以及应变矿物晶格化学变化行为及其对其寄主的变形岩石元素（组分）在应变过程中迁移变化的制约和影响;④从理论上探讨天然强剪切应变条件下岩石中组分活化、转移与应力（应变）的因果联系,为深入探讨韧性剪切带动力成岩（成矿）作用提供理论的科学依据,为探讨中、下地壳中韧性剪切带的形成和演化提供科学依据（如韧性剪切带金的富集）,同时为韧性剪切变形作用条件下成岩、成矿地球化学作用提供理论和实验依据;⑤现代分析技术如激光同位素原位分析以及激光ICP MASS分析技术对研究变形域内的岩石（矿物）的元素和同位素的活化迁移规律,对深刻揭示糜棱岩化过程中的元素活化迁移机制提供更高质量的地球化学证据具有重要的作用。  相似文献   

大型地下洞室不同开挖效应的动态仿真分析   总被引：3，自引：0，他引：3  

于德海  彭建兵 《地质与勘探》2005,41(2):93-96

针对云南锡业集团公司个旧锡矿地下采场洞室的开挖技术条件,采用非线性三维有限元法,对其动态开挖过程进行了仿真模拟分析,并优化选择了地下采场洞室的开挖顺序.结果表明,不同的开挖顺序,对围岩的稳定性具有显著的影响.  相似文献   

Estimation of areas of sand and dust emission in the Hexi Corridor from a land cover database: an approach that combines remote sensing with GIS   总被引：1，自引：0，他引：1  

C. Z. Yan  Y. M. Zhou  X. Song  H. C. Duan 《Environmental Geology》2009,57(3):707-713

The present study combined remote sensing with geographical information system (GIS) technology to interpret Landsat TM images from 1996 to 2000 and establish a land cover database for the Hexi Corridor of China’s Gansu Province. The areas of sand and dust emission and trends in their change were extracted by analyzing the database, with the following results: In 2000, the source area for sand and dust storms totaled nearly 170,000 km², accounting for 75.1% of the study region. The emission area decreases from as much as 70,000 km² in winter and spring to around 58,000 km² in summer and autumn, accounting for 41.1 and 34.1% of the source area, respectively. During the 4 years of the study period, the emission area decreased by nearly 57 km² in winter and spring (a 0.1% change); however, the vulnerability of the land surface to wind erosion increased in ca. 190 km² and decreased in ca. 102 km². Although the area of dust emission decreased from 1996 to 2000, the area vulnerable to wind erosion increased by ca. 87 km², and the increased number of sand and dust storm days in the region between 2000 and 2003 appears to be correlated with this increase.  相似文献   

An Effective Control System of Thrust and Moment Modulation for a Dynamically Positioned Vessel     

Cho-Chung Liang  Tso-Liang Teng  Wen-Hui Cheng 《Marine Geodesy》2013,36(4):211-227

Dynamic positioning (DP) is an operation method whereby the position of a surface vessel is maintained in close proximity to a required position in the horizontal plane through the controlled application of forces and moments generated by purposely installed thrusters. When estimating thrust, this kind of conventional control system often uses many acceleration sensors, velocity sensors, environment sensors, and filters. Usually, these sensors have measured electrical errors. To reduce the number of sensors used and to decrease the measurement errors, this article presents an effective control system for estimating thrust and moment commands, which is based on energy and impulsemomentum principles. Donha and Brinati's example is followed to verify the feasibility of the present control system, which performs semisubmersible platform positioning using an LQG controller, and the results are feasible and economical. A simulated coring vessel marine positioning in southern Taiwan is presented, which can estimate the counterthrust and moment commands, and the complex environmental forces and moments are described. The results can provide a valuable control system for dynamically positioned vessels.  相似文献   

地下管网数据的动态更新技术研究     

梁庆发  张新长  郭泰圣 《地理信息世界》2013,(2):41-44

结合城市地下管网数据的现状,建立地下管网数据的时空数据结构;针对较少数据量的竣工测量数据和较大数据量的普查数据分别采用了基于要素和基于范围的更新方法,同时建立起数据的历史回溯机制,实现任意时间点数据的查询展示。实实在在解决了地下管网数据的现势性以及历史数据维护问题。  相似文献   

地震散射波的高精度数值模拟与振幅分析   总被引：1，自引：0，他引：1       下载免费PDF全文

刘铁华 《地球物理学报》2012,55(4):1318-1324

随着地震勘探要求和技术的不断提高,散射波地震勘探方法逐渐引起人们的重视,尤其在构造复杂地区的高精度勘探中,散射波理论具有广泛的应用前景.本文在讨论了现阶段几种散射波数值模拟方法的利弊后,设计了一种基于微扰论的FK域积分法,在散射场的二次震源和空间能量衰减处理两方面做了改进,其计算精度和效率均得到了提高.此外,采用该算法针对散射波动力学进行了正演模拟试算,从扰动介质空间分布和扰动量两个角度定量地分析了散射波振幅动力学方面的特征.在此基础上得到了五个经验常数,并给出了对应的计算公式和物理意义,通过这五个常数可以划分散射波不同形态的动力学特征.  相似文献   

城市地铁爆破开挖对浅埋地下大直径管道的安全影响研究     

赵建平  宋晓东 《震灾防御技术》2015,10(3):531-538

在城市浅埋地铁爆破开挖中,经常遇到地下管网、涵洞等构筑物,而爆破地震效应对其影响范围和程度的正确评价就显得尤为重要。本文以长沙地铁爆破开挖为例,以现场实测数据为基础,采用有限单元法,对爆破振动下大直径混凝土污水管道的动力响应、变形和动应力等进行了计算,评价了爆破地震对管道的安全影响。研究表明:管道在控制爆破作用下是偏于安全的;爆心距是影响管道受到爆炸作用力影响大小的最主要因素;对于以实测数据为基础,采用加速度激励的时程分析方法以爆破振动对埋地管道的影响进行评价,是一种可行且较为精确的方法。  相似文献