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91.
水下采油树井口连接器是连接采油树和井口的关键设备,对深海水下勘探开发及采油树的安装连接具有不可或缺的重要意义。以一种锁块式水下连接器为例,介绍其结构组成和工作原理,通过有限元建立连接器的三维模型,分析连接器在下放安装工况、连接锁紧工况、正常生产工况和钻完井工况下的连接性能,得出井口与采油树本体接触面作用力、VX钢圈接触应力和锁块受力情况随外部载荷的相互关系。结果表明,VX钢圈在整个过程中都能够保持良好密封,井口与采油树本体接触面未发生分离,弯矩对连接器连接性能影响很大,在额定弯矩作用时连接器部分锁块已发生弹塑性失效。 相似文献
92.
Probability density evolution method for seismic liquefaction performance analysis of earth dam 下载免费PDF全文
To investigate the seismic liquefaction performance of earth dams under earthquake loading, we present a new methodology for evaluating the seismic response of earth dams based on a performance‐based approach and a stochastic vibration method. This study assesses an earthfill dam located in a high‐intensity seismic region of eastern China. The seismic design levels and corresponding performance indexes are selected according to performance‐based criteria and dam seismic codes. Then, nonlinear constitutive models are used to derive an array of deterministic seismic responses of the earth dam by dynamic time series analysis based on a finite element model. Based on these responses, the stochastic seismic responses and dynamic reliability of the earth dam are obtained using the probability density evolution method. Finally, the seismic performance of the earth dam is assessed by the performance‐based and reliability criteria. Our results demonstrate the accuracy of the seismic response analysis of earth dams using the random vibration method. This new method of dynamic performance analysis of earth dams demonstrates that performance‐based criteria and reliability evaluation can provide more objective indices for decision‐making rather than using deterministic seismic acceleration time series as is the current normal practice. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
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Research on seismic performance of shear walls with concrete filled steel tube columns and concealed steel trusses 总被引:1,自引:1,他引:0
In order to further improve the seismic performance of RC shear walls, a new composite shear wall with concrete filled steel
tube (CFT) columns and concealed steel trusses is proposed. This new shear wall is a double composite shear wall; the first
composite being the use of three different force systems, CFT, steel truss and shear wall, and the second the use of two different
materials, steel and concrete. Three 1/5 scaled experimental specimens: a traditional RC shear wall, a shear wall with CFT
columns, and a shear wall with CFT columns and concealed steel trusses, were tested under cyclic loading and the seismic performance
indices of the shear walls were comparatively analyzed. Based on the data from these experiments, a thorough elastic-plastic
finite element analysis and parametric analysis of the new shear walls were carried out using ABAQUS software. The finite
element results of deformation, stress distribution, and the evolution of cracks in each phase were compared with the experimental
results and showed good agreement. A mechanical model was also established for calculating the load-carrying capacity of the
new composite shear walls. The results show that this new type of shear wall has improved seismic performance over the other
two types of shear walls tested. 相似文献
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96.
叠前时间偏移已经成为地震资料处理的常规手段之一,在构造复杂但速度横向变化不大时,应用克希霍夫叠前时间偏移方法,一般可以得到较好的成像效果。但是叠前时间偏移是一项系统工程,一些配套技术的选取和一些关键参数的选取,直接影响到成像结果。这里根据O-MEGA2处理系统制定的叠前时间偏移的处理方法和流程,对叠前时间偏移处理的配套技术和关键参数(叠前道集偏移距分组、偏移孔径和倾角选取、均方根速度建模、旅行时算法)进行了分析总结,结合试验程序进行了研究和讨论,并提出了关键参数选取的基本原则,对实际处理工作具有一定的应用价值。 相似文献
97.
舟曲“8.8”特大泥石流灾后治理中的关键技术研究是治理工程首先需要解决的问题,包括3个关系,即泥石流流量与排导沟断面关系、泥石流冲击力与拦挡坝强度关系、泥石流物源级配与柔性防护拦疏关系。提出了长流水小排水槽、一般山洪泥石流中排导槽、特大山洪泥石流生态景观休闲大缓冲区的设计理念,解决了百年一遇泥石流对排导沟流量与断面的设计要求。提出用钢混结构重力式拦挡墙替代原有浆砌块石重力式拦挡墙,满足了坝体对冲击力与强度的关系。建议在流通区设置SNS柔性防护网,采用钢丝绳环形网在发挥拦挡的同时达到泄水的要求。研究成果对于舟曲泥石流灾后治理设计方案具有科学价值。 相似文献
98.
采用3×3因子方法,进行了饲料中不同蛋白质和脂肪水平对克氏螯虾f均重(7.03±0.05)g]生长性能、体组成和消化酶活性的影响研究。试验设3个蛋白质水平(24%、27%和30%1和3个脂肪水平(4%、7%和10%),共9组,每组4个重复,每个重复10尾虾,为期8周。结果表明,蛋白质和脂肪水平对成活率无显著影响(P〉0... 相似文献
99.
Loreta Fernandes 《Estuarine, Coastal and Shelf Science》2011,94(3):291-298
Mandovi estuary is a tropical estuary strongly influenced by the southwest monsoon. In order to understand, sources and fate of particulate organic nitrogen, suspended particulate matter (SPM) collected from various locations, was analyzed for particulate organic carbon (POC) and particulate organic nitrogen (PON), δ13CPOC, total hydrolysable amino acid enantiomers (l- and d- amino acids) concentration and composition. δ13CPOC values were depleted (−32 to −25‰) during the monsoon and enriched (−29.6 to −21‰) in the pre-monsoon season implying that OM was derived from terrestrial and marine sources during the former and latter season, respectively. The biological indicators such as C/N ratio, d-amino acids, THAA yields and degradation indices (DI) indicate that the particulate organic matter (POM) was relatively more degraded during the monsoon season. Conversely, during the pre-monsoon, the biological indicators indicated the presence of relatively fresh and labile POM derived from autochthonous sources. Amino acids such as alanine, aspartic acid, leucine, serine, arginine, and threonine in monsoon and glutamic acid, glycine, valine, lysine, and isoleucine in pre-monsoon were relatively abundant. Presence of bacterial biomarker, d-amino acids in the SPM of the estuary during both the seasons signifies important contribution of bacteria to the estuarine detrital ON pool. Based on d-amino acid yields, bacterial OM accounted for 16-34% (23.0 ± 6.7%) of POC and 29-75% (47.9 ± 18.7%) of PON in monsoon, and 30-78% (50.0 ± 15%) of POC and 34-79% (51.2 ± 13.3%) of the PON in pre-monsoon in the estuary. Substantial contribution of bacterial-N to PON indicates nitrogen (N) enrichment on terrestrial POM during the monsoon season. Transport of terrestrial POM enriched with bacterial OM to the coastal waters is expected to influence coastal productivity and ecosystem functioning during the monsoon season. 相似文献
100.