Analyzing the dynamic response and calculating the tendon tension of the mooring system are necessary for the structural design of a tension leg platform （TLP）. The six-degree-of-freedom dynamic coupling responses a...Analyzing the dynamic response and calculating the tendon tension of the mooring system are necessary for the structural design of a tension leg platform （TLP）. The six-degree-of-freedom dynamic coupling responses and the mooring characteristics of TLP under random waves are studied by using a self-developed program. Results are verified by the 1：40 scaling factor model test conducted in the State Key Laboratory of Ocean Engineering at Shanghai JiaoTong University. The mean, range, and standard deviation of the numerical simulation and model test are compared. The influences of different sea states and wave approach angles on the dynamic response and tendon tension of the mooring system are investigated. The acceleration in the center and corner of the deck is forecasted.展开更多
以传统式张力腿平台(Tension Leg Platform)为对象,采用数值模拟与水池实验相结合的方法研究TLP涡激运动问题,以及张力腿和立管涡激振动特性;采用计算流体力学的方法,建立TLP涡激运动数值分析模型,分析均匀流作用下不同流速、来流方向...以传统式张力腿平台(Tension Leg Platform)为对象,采用数值模拟与水池实验相结合的方法研究TLP涡激运动问题,以及张力腿和立管涡激振动特性;采用计算流体力学的方法,建立TLP涡激运动数值分析模型,分析均匀流作用下不同流速、来流方向、以及规则波波流联合下TLP涡激运动规律,对张力腿、立管的涡激振动特性进行分析;将数值模拟计算结果与拖曳水池、全水深系泊水池试验结果对比,验证数值模拟与水池试验的一致性。分析结果表明,当流的折合速度在5.5~8.5之间时,TLP涡激运动出现锁频现象,系泊有减小平台横向涡激运动的作用,规则波对于流致涡激运动横荡方向运动有减小作用,而对纵荡的影响是其响应随规则波波高的增加而增加。本文得到的结论可为TLP的运动性能研究和工程设计提供参考。展开更多
采用模型试验方法，研究了雷诺数为2．5×10^3～2×10^4范围内张力腿平台的涡激运动问题。试验中设计了一套考虑水平和垂向系泊刚度的锚泊方案，捕捉到涡激运动中的“锁定”和“两支”等现象；试验结果表明：横流向和顺流向均...采用模型试验方法，研究了雷诺数为2．5×10^3～2×10^4范围内张力腿平台的涡激运动问题。试验中设计了一套考虑水平和垂向系泊刚度的锚泊方案，捕捉到涡激运动中的“锁定”和“两支”等现象；试验结果表明：横流向和顺流向均发生了频率锁定现象，横向达到锁定范围的折合速度为 Ur ＝4．0～7．0，顺流向为 Ur ＝6．0～7．0，且横向运动居主导地位；在 Ur≤4．0的非锁定区，涡激升力模型满足斯特哈尔关系；而当 Ur ＞4．0时，该公式不再适用。试验结果也表明：流向角是影响平台运动轨迹的关键因素，当流向角为0°时，平台运动呈正“8字形”；15°时，运动轨迹为“香蕉形”；45°时，为略向左侧弯曲的扁“8字形”。展开更多
由于地震、断层、滑坡和沉降等原因,张力腿平台(tension leg platform, TLP)下端的桩基可能发生错动。考虑平台本体有限位移、六自由度运动耦合、瞬时位置和瞬时湿表面、自由表面效应等非线性因素,建立TLP系统的耦合动力学方程。采用变...由于地震、断层、滑坡和沉降等原因,张力腿平台(tension leg platform, TLP)下端的桩基可能发生错动。考虑平台本体有限位移、六自由度运动耦合、瞬时位置和瞬时湿表面、自由表面效应等非线性因素,建立TLP系统的耦合动力学方程。采用变步长龙格库塔算法编写了数值计算程序,得到了波浪作用下平台本体六个自由度运动响应和系泊张力响应。通过文献对比,验证了理论模型和计算程序的正确性。基于南海流花油田一年一遇的设计工况,计算得到桩基下沉0.1 m时16个工况下平台系统的动力响应的时间历程。以正常工况为基准,对比了不同工况中平台本体六个自由度运动、系泊张力的幅值和标准差,研究结果表明:桩基下沉对平台的六自由度响应和张力腿张力幅值产生明显的影响,但不加剧运动响应和张力响应的波动;桩基下沉会破坏平台系统原有的对称性,引起垂荡位移的较大恶化;桩基下沉会引起张力腿张力大幅增大,存在张力腿断裂和系泊失效的风险。展开更多
The comprehensive understanding of the structure-dependent electrostatic discharge behaviors in a conventional diode-triggered silicon controlled rectifier （DTSCR） is presented in this paper. Combined with the devic...The comprehensive understanding of the structure-dependent electrostatic discharge behaviors in a conventional diode-triggered silicon controlled rectifier （DTSCR） is presented in this paper. Combined with the device simulation, a mathematical model is built to get a more in-depth insight into this phenomenon. The theoretical studies are verified by the transmission-line-pulsing （TLP） test results of the modified DTSCR structure, which is realized in a 65-nm complementary metal-oxide-semiconductor （CMOS） process. The detailed analysis of the physical mechanism is used to provide predictions as the DTSCR-based protection scheme is required. In addition, a method is also presented to achieve the tradeoff between the leakage and trigger voltage in DTSCR.展开更多
Deep-water regions often have winds favorable for offshore wind turbines, and floating turbines currently show the greatest potential to exploit such winds. This work established proper scaling laws for model tests, w...Deep-water regions often have winds favorable for offshore wind turbines, and floating turbines currently show the greatest potential to exploit such winds. This work established proper scaling laws for model tests, which were then implemented in the construction of a model wind turbine with optimally designed blades. The aerodynamic,hydrodynamic, and elastic characteristics of the proposed new multi-column tension-leg-type floating wind turbine(Wind Star TLP system) were explored in the wave tank testing of a 1:50 scale model at the State Key Laboratory of Ocean Engineering at Shanghai Jiao Tong University. Tests were conducted under conditions of still water, white noise waves, irregular waves, and combined wind, wave, and current loads. The results established the natural periods of the motion, damping, motion response amplitude operators, and tendon tensions of the Wind Star TLP system under different environmental conditions, and thus could serve as a reference for further research.展开更多
基金supported by the National Natural Science Foundation of China(Grant Nos.40906049 and 51309123)
文摘Analyzing the dynamic response and calculating the tendon tension of the mooring system are necessary for the structural design of a tension leg platform （TLP）. The six-degree-of-freedom dynamic coupling responses and the mooring characteristics of TLP under random waves are studied by using a self-developed program. Results are verified by the 1：40 scaling factor model test conducted in the State Key Laboratory of Ocean Engineering at Shanghai JiaoTong University. The mean, range, and standard deviation of the numerical simulation and model test are compared. The influences of different sea states and wave approach angles on the dynamic response and tendon tension of the mooring system are investigated. The acceleration in the center and corner of the deck is forecasted.
文摘以传统式张力腿平台(Tension Leg Platform)为对象,采用数值模拟与水池实验相结合的方法研究TLP涡激运动问题,以及张力腿和立管涡激振动特性;采用计算流体力学的方法,建立TLP涡激运动数值分析模型,分析均匀流作用下不同流速、来流方向、以及规则波波流联合下TLP涡激运动规律,对张力腿、立管的涡激振动特性进行分析;将数值模拟计算结果与拖曳水池、全水深系泊水池试验结果对比,验证数值模拟与水池试验的一致性。分析结果表明,当流的折合速度在5.5~8.5之间时,TLP涡激运动出现锁频现象,系泊有减小平台横向涡激运动的作用,规则波对于流致涡激运动横荡方向运动有减小作用,而对纵荡的影响是其响应随规则波波高的增加而增加。本文得到的结论可为TLP的运动性能研究和工程设计提供参考。
文摘采用模型试验方法，研究了雷诺数为2．5×10^3～2×10^4范围内张力腿平台的涡激运动问题。试验中设计了一套考虑水平和垂向系泊刚度的锚泊方案，捕捉到涡激运动中的“锁定”和“两支”等现象；试验结果表明：横流向和顺流向均发生了频率锁定现象，横向达到锁定范围的折合速度为 Ur ＝4．0～7．0，顺流向为 Ur ＝6．0～7．0，且横向运动居主导地位；在 Ur≤4．0的非锁定区，涡激升力模型满足斯特哈尔关系；而当 Ur ＞4．0时，该公式不再适用。试验结果也表明：流向角是影响平台运动轨迹的关键因素，当流向角为0°时，平台运动呈正“8字形”；15°时，运动轨迹为“香蕉形”；45°时，为略向左侧弯曲的扁“8字形”。
文摘由于地震、断层、滑坡和沉降等原因,张力腿平台(tension leg platform, TLP)下端的桩基可能发生错动。考虑平台本体有限位移、六自由度运动耦合、瞬时位置和瞬时湿表面、自由表面效应等非线性因素,建立TLP系统的耦合动力学方程。采用变步长龙格库塔算法编写了数值计算程序,得到了波浪作用下平台本体六个自由度运动响应和系泊张力响应。通过文献对比,验证了理论模型和计算程序的正确性。基于南海流花油田一年一遇的设计工况,计算得到桩基下沉0.1 m时16个工况下平台系统的动力响应的时间历程。以正常工况为基准,对比了不同工况中平台本体六个自由度运动、系泊张力的幅值和标准差,研究结果表明:桩基下沉对平台的六自由度响应和张力腿张力幅值产生明显的影响,但不加剧运动响应和张力响应的波动;桩基下沉会破坏平台系统原有的对称性,引起垂荡位移的较大恶化;桩基下沉会引起张力腿张力大幅增大,存在张力腿断裂和系泊失效的风险。
基金Project supported by the Beijing Municipal Natural Science Foundation,China(Grant No.4162030)the National Science and Technology Major Project of China(Grant No.2013ZX02303002)
文摘The comprehensive understanding of the structure-dependent electrostatic discharge behaviors in a conventional diode-triggered silicon controlled rectifier （DTSCR） is presented in this paper. Combined with the device simulation, a mathematical model is built to get a more in-depth insight into this phenomenon. The theoretical studies are verified by the transmission-line-pulsing （TLP） test results of the modified DTSCR structure, which is realized in a 65-nm complementary metal-oxide-semiconductor （CMOS） process. The detailed analysis of the physical mechanism is used to provide predictions as the DTSCR-based protection scheme is required. In addition, a method is also presented to achieve the tradeoff between the leakage and trigger voltage in DTSCR.
基金financially supported by the National Basic Research Program of China(973 Program,Grant No.2014CB046205)
文摘Deep-water regions often have winds favorable for offshore wind turbines, and floating turbines currently show the greatest potential to exploit such winds. This work established proper scaling laws for model tests, which were then implemented in the construction of a model wind turbine with optimally designed blades. The aerodynamic,hydrodynamic, and elastic characteristics of the proposed new multi-column tension-leg-type floating wind turbine(Wind Star TLP system) were explored in the wave tank testing of a 1:50 scale model at the State Key Laboratory of Ocean Engineering at Shanghai Jiao Tong University. Tests were conducted under conditions of still water, white noise waves, irregular waves, and combined wind, wave, and current loads. The results established the natural periods of the motion, damping, motion response amplitude operators, and tendon tensions of the Wind Star TLP system under different environmental conditions, and thus could serve as a reference for further research.
