A new method of detecting the vertical bearing capacity for single-pile with high strain is discussed in this paper. A heavy hammer or a small type of rocket is used to strike the pile top and the detectors are used ...A new method of detecting the vertical bearing capacity for single-pile with high strain is discussed in this paper. A heavy hammer or a small type of rocket is used to strike the pile top and the detectors are used to record vibra- tion graphs. An expression of higher degree of strain (deformation force) is introduced. It is testified theoretically that the displacement, velocity and acceleration cannot be obtained by simple integral acceleration and differential velocity when long displacement and high strain exist, namely when the pile phase generates a whole slip relative to the soil body. That is to say that there are non-linear relations between them. It is educed accordingly that the force P and displacement S are calculated from the amplitude of wave train and (dynamic) P-S curve is drew so as to determine the yield points. Further, a method of determining the vertical bearing capacity for single-pile is dis- cussed. A static load test is utilized to check the result of dynamic test and determine the correlative constants of dynamic-static P(Q)-S curve.展开更多
By studying the pile-formula and stress-wave methods (e.g., CASE method), the authors propose a new method for testing piles using the single-impact energy and P-S curves. The vibration and wave figures are recorded,...By studying the pile-formula and stress-wave methods (e.g., CASE method), the authors propose a new method for testing piles using the single-impact energy and P-S curves. The vibration and wave figures are recorded, and the dynamic and static displacements are measured by different transducers near the top of piles when the pile is im- pacted by a heavy hammer or micro-rocket. By observing the transformation coefficient of driving energy (total energy), the consumed energy of wave motion and vibration and so on, the vertical bearing capacity for single pile is measured and calculated. Then, using the vibration wave diagram, the dynamic relation curves between the force (P) and the displacement (S) is calculated and the yield points are determined. Using the static-loading test, the dynamic results are checked and the relative constants of dynamic-static P-S curves are determined. Then the sub- sidence quantity corresponding to the bearing capacity is determined. Moreover, the shaped quality of the pile body can be judged from the formation of P-S curves.展开更多
Let q be a power of a prime and φ be the Frobenius endomorphism on E(Fqλ), then q = tφ- O2. Applying this equation, a new algorithm to compute rational point scalar multiplications on elliptic curves by finding a s...Let q be a power of a prime and φ be the Frobenius endomorphism on E(Fqλ), then q = tφ- O2. Applying this equation, a new algorithm to compute rational point scalar multiplications on elliptic curves by finding a suitable small positive integer s such that qs can be represented as some very sparse φ-polynomial is proposed. If a Normal Basis (NB) or Optimal Normal Basis (ONB) is applied and the precomputations are considered free, our algorithm will cost, on average, about 55% to 80% less than binary method, and about 42% to 74% less than q-ary method. For some elliptic curves, our algorithm is also faster than Muller's algorithm. In addition, an effective algorithm is provided for finding such integer s.展开更多
提出了一种新的静止同步串联补偿器(staticsynchronous series compensator,SSSC)的恒功率控制模型,并将此模型运用于电力系统潮流计算中。仿真计算了IEEE-14节点系统在安装SSSC前后的有功、无功损耗变化;在线路的P-Q约束条件下,推导了...提出了一种新的静止同步串联补偿器(staticsynchronous series compensator,SSSC)的恒功率控制模型,并将此模型运用于电力系统潮流计算中。仿真计算了IEEE-14节点系统在安装SSSC前后的有功、无功损耗变化;在线路的P-Q约束条件下,推导了一种新的基于线路P-Q曲线的电压稳定计算公式,得出了相应的电压稳定指标,计算分析了SSSC安装前后对电压稳定的影响。通过仿真和计算分析可以得到,安装SSSC后能明显地改善系统的电压稳定。与其他方法相比,文中所提方法具有快速简洁的优点,进而具备一定的实际应用价值。展开更多
Q&P(Quenching and Partitioning)钢是一种超高强先进汽车用钢,具有优异的综合机械性能。据此,采用膨胀法结合金相-硬度法,在DIL-805热膨胀仪上测定了Q&P钢的临界点。测定了不同冷却速度下连续冷却转变膨胀曲线,并对比Al元素的...Q&P(Quenching and Partitioning)钢是一种超高强先进汽车用钢,具有优异的综合机械性能。据此,采用膨胀法结合金相-硬度法,在DIL-805热膨胀仪上测定了Q&P钢的临界点。测定了不同冷却速度下连续冷却转变膨胀曲线,并对比Al元素的加入对Q&P钢连续冷却转变产物的组织和硬度的影响。对制定C-Mn-Al系Q&P钢的热处理工艺提供一定的参考依据。展开更多
文摘A new method of detecting the vertical bearing capacity for single-pile with high strain is discussed in this paper. A heavy hammer or a small type of rocket is used to strike the pile top and the detectors are used to record vibra- tion graphs. An expression of higher degree of strain (deformation force) is introduced. It is testified theoretically that the displacement, velocity and acceleration cannot be obtained by simple integral acceleration and differential velocity when long displacement and high strain exist, namely when the pile phase generates a whole slip relative to the soil body. That is to say that there are non-linear relations between them. It is educed accordingly that the force P and displacement S are calculated from the amplitude of wave train and (dynamic) P-S curve is drew so as to determine the yield points. Further, a method of determining the vertical bearing capacity for single-pile is dis- cussed. A static load test is utilized to check the result of dynamic test and determine the correlative constants of dynamic-static P(Q)-S curve.
基金Key Projects of Tenth Five-year Plan of Yunnan Province (54-02-02).
文摘By studying the pile-formula and stress-wave methods (e.g., CASE method), the authors propose a new method for testing piles using the single-impact energy and P-S curves. The vibration and wave figures are recorded, and the dynamic and static displacements are measured by different transducers near the top of piles when the pile is im- pacted by a heavy hammer or micro-rocket. By observing the transformation coefficient of driving energy (total energy), the consumed energy of wave motion and vibration and so on, the vertical bearing capacity for single pile is measured and calculated. Then, using the vibration wave diagram, the dynamic relation curves between the force (P) and the displacement (S) is calculated and the yield points are determined. Using the static-loading test, the dynamic results are checked and the relative constants of dynamic-static P-S curves are determined. Then the sub- sidence quantity corresponding to the bearing capacity is determined. Moreover, the shaped quality of the pile body can be judged from the formation of P-S curves.
基金Supported by the National 973 High Technology Projects (No. G1998030420)
文摘Let q be a power of a prime and φ be the Frobenius endomorphism on E(Fqλ), then q = tφ- O2. Applying this equation, a new algorithm to compute rational point scalar multiplications on elliptic curves by finding a suitable small positive integer s such that qs can be represented as some very sparse φ-polynomial is proposed. If a Normal Basis (NB) or Optimal Normal Basis (ONB) is applied and the precomputations are considered free, our algorithm will cost, on average, about 55% to 80% less than binary method, and about 42% to 74% less than q-ary method. For some elliptic curves, our algorithm is also faster than Muller's algorithm. In addition, an effective algorithm is provided for finding such integer s.
文摘提出了一种新的静止同步串联补偿器(staticsynchronous series compensator,SSSC)的恒功率控制模型,并将此模型运用于电力系统潮流计算中。仿真计算了IEEE-14节点系统在安装SSSC前后的有功、无功损耗变化;在线路的P-Q约束条件下,推导了一种新的基于线路P-Q曲线的电压稳定计算公式,得出了相应的电压稳定指标,计算分析了SSSC安装前后对电压稳定的影响。通过仿真和计算分析可以得到,安装SSSC后能明显地改善系统的电压稳定。与其他方法相比,文中所提方法具有快速简洁的优点,进而具备一定的实际应用价值。
文摘Q&P(Quenching and Partitioning)钢是一种超高强先进汽车用钢,具有优异的综合机械性能。据此,采用膨胀法结合金相-硬度法,在DIL-805热膨胀仪上测定了Q&P钢的临界点。测定了不同冷却速度下连续冷却转变膨胀曲线,并对比Al元素的加入对Q&P钢连续冷却转变产物的组织和硬度的影响。对制定C-Mn-Al系Q&P钢的热处理工艺提供一定的参考依据。
