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991.
992.
Jan Inge Dalane 《Marine Structures》1997,10(8-10):611-628
One of the most important uncertainties associated with fatigue damage of TLP tethers is the uncertainty related to fatigue loading. Higher–order load effects are important and such effects are very complicated to determine numerically. The Heidrun TLP was installed in the summer of 1995 and for this platform the forces in the top of the tethers are measured during the operational phase. In this paper the results of these measurements are discussed and compared with numerical calculations. It is shown how the measurements of fatigue loading can be used to improve the fatigue reliability and reduce the need for in-service inspections. 相似文献
993.
In addition to the traditional hollow circular sections used in marine structures, other hollow sections have attracted the attention of architects and design engineers due to their mechanical characteristics such as torsional rigidity and local strength against impact loading. The purpose of this study is to investigate dynamic response of pipes conveying fluid with variable wall thickness through both circumferential and axial directions. Pipes with variable wall thickness have different flexural rigidities about two different principal axes. This property allows these pipes to be oriented efficiently, meet various design requirements and resist the applied loads. The results of this investigation provide a better insight into the physics and dynamic behavior of non-circular pipes conveying fluid. Two different geometries are studied, (i) the pipe is assumed with a general non-circular cross section with variable wall thickness along the circumferential direction, (ii) both inner and outer boundaries of the pipe cross section are assumed to be circles whereas the wall thickness of the pipe along axial direction is varied with a specified function. The governing differential equations of the problem are derived using Timoshenko beam theory with the effect of shear deformation included in the formulation. The discretization of the problem domain is done using the finite element method. Consequently, a modal analysis is employed to calculate the critical flow velocities of the pipe with clamped-clamped end conditions. The effects of different cross sections on the critical flow velocity are investigated. The importance of Coriolis forces on the presence of coupled-mode flutter and re-stabilization point are also discussed for different values of mass ratio. 相似文献
994.
995.
996.
介绍PHC管桩的特点和基本性能,指出其广泛应用的优点,总结施工中应当注意的几个问题,为PHC管桩的进一步发展应用提供借鉴。 相似文献
997.
介绍了南京长江第三大桥南临时墩钢套箱钢管桩平台的施工特点,深水急流条件下钢管桩下放的受力计算,以及钢套箱钢管桩平台稳定性计算。 相似文献
998.
999.
耙吸式挖泥船耙吸管系统的受力分析及仿真研究 总被引:1,自引:0,他引:1
为预测耙吸式挖泥船远海施工时耙吸管系统在非静态环境中的多体动力学行为,要求准确分析作用在该系统上的力。详细讨论了主要作用力:在波浪补偿器作用下的缆绳拉力、耙头与海床间的土壤剪切力、作用在耙吸管上的水流阻力及由于压力差在耙头处产生的推动力等。并以耙吸式挖泥船为例,根据得出的作用力数学模型,建立了基于ADAMS动力学分析软件的仿真模型进行验证。仿真结果与实际施工情况非常吻合。 相似文献
1000.
田月峰 《铁道标准设计通讯》2005,(5):92-94
通过龙桥隧道进口段的施工,在堆积体、浅埋及滑坡条件下,对于大管棚施工及浅埋段微振爆破施工的关键技术措施进行了有益的探索,确保了进洞安全、地面建筑安全和施工进度,对龙桥隧道进口段施工进行了有效控制。 相似文献