The cheung chau aeronautical meteorological station was set up in 1953 at a hilltop site adjacent to the kwan kung pavilion on the southern side of the island . in 1970 , the station was relocated to its present site on peak road west figure 1 长洲航空气象站于一九五三年建成，当时位于该岛南面的山头，邻近关公忠义亭，一九七零年迁移到在山顶道西的山头现址图一。
The cheung chau aeronautical meteorological station was set up in 1953 at a hilltop site adjacent to the kwan kung pavilion on the southern side of the island . in 1970 , the station was relocated to its present site on peak road west ( figure 1 ) 长洲航空气象站于一九五三年建成，当时位于该岛南面的山头，邻近关公忠义亭，一九七零年迁移到在山顶道西的山头现址（图一） 。
We introduce it firstly . the behavior of particles on peak - valley path can be regarded as a random walk in some restrictive conditions , the track of which is a kind of random fractal . thus peak - valley path method is connected with fractal 我们首次引入此方法，并把粒子在p - v路上的行为看作一种受约束条件的无规行走，行走的轨迹是一种无规分形，从而把p - v路方法与无规分形联系起来。
The results of the study demonstrate that under the condition of the same slendness ratio , the stability factor of axially compressed medium long concrete filled steel tube column has no relation with peak stress of the core concrete , instead , the factor will depend on peak strain of the concrete 研究结果表明，在长细比相同的情况下，钢管混凝土轴压中长柱的稳定系数与核心混凝土的峰值应力无关，而取决于核心混凝土的峰值应变。
The pressure at every point along the pipeline , the gas - liquid phase flow rate and the law of the liquid holdup in the pipeline chang ing with time in the process of gas storage and supply at the time of peak shaving are simulatively calculated , and based on this , the problem on peak shaving is thoroughly analyzed by combining with the existing pinghu - shanghai gas pipeline in china 模拟计算了调峰过程中管道储气和供气过程沿线各点的压力、气液相流速和管内持液率随时间的变化规律，据此结合我国已建成现有的平湖一上海的天然气管线，对调峰问题作了深入地分析。
A more reasonable method to calculate soil ' s damage value is advanced , which bases on extrema of irregular dynamic shear stress . previously it bases on peaks of shear stress to calculate damage value , but by this method the destructive action of multi - point inputted earthquake is overestimated , especially in the second half section of responding shear stress " time history the shear stress caused mainly by differential force undulate slightly on one side of its zero line 以往计算土体在不规则的动剪应力作用下的损伤值根据的是动剪应力的峰值，在时域内多点输入分析中，由于差动力的的存在，使得时程后段动剪应力不穿零而在一侧做幅度不大的波动，基于峰值的损伤值计算特别过高地估计了这段剪应力的破坏作用，过高的程度还随延时增加而增加。
