1) tangent hyperbolas method
切双曲线法
1.
The theorem of convergence for tangent hyperbolas method is given under the γ-condition.
在γ－条件下，给出了切双曲线法的Ｋａｎｔｏｒｏｖｉｃｈ型收敛性定理。
2) bitangential curve
双切曲线
3) tanh method
双曲正切法
1.
By using white noise analysis,Hermite transform and tanh method,the exact solutions and the white noise functional solutions are obtained for variable coefficient STO equation and Wick-type STO equation respectively.
双曲正切法是求一类物理方程精确解的重要方法之一。
4) hyperbola method
双曲线法
1.
Forecasting ultimate bearing capacity of single squeezed branch pile by hyperbola method;
用双曲线法预测挤扩支盘桩的极限承载力
2.
The ultimate bearing capacity of the single screwed pile was predicted based on the six piles with screws from four different sites by hyperbola method.
根据6根全螺旋灌注桩的实测桩顶载荷-桩顶沉降(Q-s)曲线,用双曲线法预测全螺旋灌注桩的极限承载力。
3.
When the fracture load was not reached for a trial pile, the ultimate load of the pile might be predicted according to the field-surveyed load settlement data of existing trial piles and by P-S curve extension method and hyperbola method, among which, the P-S curve extension method had better adaptability.
试桩未加载到破坏荷载时 ,根据已有试桩实测荷载沉降数据 ,用P -S曲线延伸法与双曲线法可预测出桩的极限荷载。
5) Hyperbola
[英][hai'pə:bələ] [美][haɪ'pɝbələ]
双曲线法
1.
The application and analysis of hyperbola method in soft foundation settlement calculation;
双曲线法在软基沉降计算中的应用与分析
2.
The most value of settlement calculated by hyperbola is bigger than the final settlement by measuring.
运用双曲线法计算得到的沉降量大部分都大于现场实测得到的最终沉降量,但是双曲线比其他推算方法更加接近实测沉降,利用此方法计算最终沉降量对今后施工有一定的指导意义。
6) hyperbolic method
双曲线法
1.
Several methods of calculating the settlement of soft soil ground are introduced, including the hyperbolic method, Asaoka method poission curve and Genetic algorithm.
介绍了几种常用的软土地基沉降量推算方法 ,如双曲线法、Asaoka法、泊松曲线预测法以及遗传算法 ,并通过工程实例对上述方法进行了分析比较 ,讨论了各方法的优缺点及适用性。
2.
Several methods of calculating the final settlement of soft soil ground are introduced,including the hyperbolic method,index curve method,threepoint method and Asaoka method.
介绍了几种常用的软土地基最终沉降量推算方法,如双曲线法、指数曲线法、三点法以及Asaoka法,并通过工程实例对上述方法进行比较分析,讨论了各方法的优缺点及适用性。
3.
Based on the practical data of soft ground settlement of Sixin Road in Wuhan City,this paper introduces the process in which hyperbolic method,Asaoka method and three-point method are used to calculate the final settlement of the soft ground.
根据武汉四新大道软基沉降实测资料,介绍了采用双曲线法、Asaoka法以及三点法对软基最终沉降量进行推算的过程,通过各种方法优缺点的对比,从推算过程及推算结果的比较中找到类似工程的最佳计算方法。
补充资料：切木尔切克古墓群
切木尔切克古墓群，距阿勒泰市约30公里，距切木切克乡集镇15公里，位于平坦戈壁向山区过度地带，数约有100余琢，分布在约5平方公里范围内。墓有大、有小，有的较集中，有的分散。较大的一座长约65米，宽35米，位于哈底那尔村西，平均海平面高764米，墓前立有高1.5米，宽60公分，厚400 公分，4块巨大黑石石碑，上刻有凸形浮雕头像， 较小的墓大多分散在起伏土丘的制高点，墓前大多有一块立石，四周大多铺成直植的块石围护，隆起略高于地平面。
1963年新疆社会科学院考古研究所，有计划进行了部分发掘，发现墓葬形式有墓院制和单墓制两种，墓院制地表大多无封土，周缘多有列石围护，单墓制四周无列石围护。但两种墓葬都又分为石棺和竖穴土坑，石棺表面有的有封土，有的没有，竖穴土坑均有封土，埋葬方式为：屈肢、仰身直肢、俯身直肢和乱首葬。出土文物有石器、陶器、铜器、铁器、骨首质器等，时代起于战国延伸至突厥时期，近千年。
墓区除古墓以处，还有左文字石刻，岩画，这些可能是此方草原上的游牧民族匈奴、突厥等民族的遗迹。考古学界有人将切木尔切克墓葬称为切木尔克文化，可见地位之高。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条