针对海底钻机硬岩钻进的绳索取心钻具关键机构优化     

彭奋飞 《地质与勘探》2020,56(1):154-162

为了提高在硬岩钻进的绳索取心钻具工作的可靠性,从提高单动机构的单动性能和悬挂机构的工作可靠性两方面着手,对钻具的单动机构展开结构优化并利用ABAQUS仿真分析手段对悬挂机构进行模拟硬岩拔取仿真分析。结果表明:经改进后的钻具单动机构尺寸合理,结构更为紧凑,有利于钻具总长的缩短,同时提高了对芯轴定心效果以及防海水腐蚀性好的特点,满足海底钻机的使用工况;改进后的悬挂机构能够降低在拔心过程中由于悬挂环和座环塑性变形相互咬合失效所造成的内管总成无法顺利打捞的风险。  相似文献   

Dynamic soil–structure interaction effects on the seismic response of suspension bridges     

Manish Shrikhande  Vinay K. Gupta 《地震工程与结构动力学》1999,28(11):1383-1403

A stochastic approach has been formulated for the linear analysis of suspension bridges subjected to earthquake excitations. The transfer functions of various responses have been formulated while including the effects of dynamic Soil–Structure Interaction (SSI) via the use of the fixed-base modes of the structure. The excitation has been characterized by the ‘equivalent stationary’ processes corresponding to the free-field motions at each support and by an assumed coherency function between these motions. The proposed formulation considers the non-stationarity in the structural response due to sudden application of excitation by considering (i) the time-dependent frequency response functions, and (ii) the order statistics formulation for the peak factors in evolutionary response processes. The formulation has been illustrated by analysing the seismic response of the Golden Gate Bridge at San Francisco for two example excitations conforming to USNRC-specified design spectra. The significance of various governing parameters on the dynamic soil–structure interaction effects on the seismic response of suspension bridges has also been studied. It has been found that the contribution of the vertical component of ground motion to the bridge response increases with increasing soil compliance. Also, the extent to which the spatial variation of ground motion affects the bridge response depends on how significant the SSI effects are. Copyright © 1999 John Wiley & Sons Ltd.  相似文献   

铅阻尼器在自锚式悬索桥横向减震设计中的应用研究   总被引：1，自引：0，他引：1  

方海  刘伟庆  王仁贵  李升玉 《地震工程与工程振动》2006,26(4):220-225

某自锚式钢桁架悬索桥结构主跨408m,采用双层桥面,2根主缆为空间线形布置。本文根据自锚式悬索桥独特的动力特性,提出在悬索桥主梁与过渡墩、辅助墩之间沿横向设置铅挤压阻尼器的消能减震设计方案,以控制悬索桥的横向地震反应。根据风、行车和地震荷载等各种工况可能引起的支座剪力值,提出了铅挤压阻尼器临界滑移荷载值的确定方法。研究表明,同时采用铅挤压阻尼器和粘滞阻尼器的消能减震技术,可以有效地减小悬索桥的横向地震反应,可供工程实践参考。  相似文献   

自锚式悬索桥结构纵向消能减震设计方法研究     

方海  刘伟庆  王仁贵 《地震工程与工程振动》2006,26(3):222-224

本文根据某自锚式悬索桥独特的动力特性,分别提出了在悬索桥主梁与主塔之间沿纵向设置粘滞阻尼器和铅挤压阻尼器的消能减震设计方案,来控制悬索桥的纵向地震反应。研究表明,采用以上2种消能减震技术,可以有效地减小悬索桥的纵向地震反应。本文研究结果可供工程实践参考。  相似文献